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570 Coastal Oak Ln single family dwelling permit f'�I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �J N� ATLANTIC BEACH, FL 32233 .. INSPECTION PHONE LINE 247-5514 "�D13 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-SFR-3175 Job Type: SINGLE FAMILY RESIDENCE Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: $340,423.00 Issue Date: 2/28/2017 Expiration Date: 8/27/2017 PROPERTY ADDRESS: Address: 570 COASTAL OAK LN RE Number: None GENERAL CONTRACTOR INFORMATION: Name: TOLL BROS.,INC Steven Russell Merten,CGC 1510225 Address: 250 GIBRALTAR RD STEVEN R MERTEN Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $600.63 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $1,201.27 STATE DCA SURCHARGE $18.02 SEWER SDC-SYSTEM DEV $4,050.00 CHG P�j� (J ,jZ%TFr,RW,5,�UAgMRPARDANCEWI ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 WATER CONNECTrrAP & $370.00 METER WATER CROSS CONNECTION $50.00 WATER SDC-SYSTEM DEV $1,140.00 CHG Total Payments: $7,597.94 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. TisAr;. City of Atlantic Beach APPLICATION NUMBER o' Building Department 17+.•-,.--.. ._. S.,T (To be assigned by the Building Department.) -r 800 Seminole Road 17-Sr--R ^ 31-7-S Y Atlantic Beach,Florida 32233-5445 Phone(904)247-5828 Fax(904)247-5845 ^^7 E-mail: building-dept@ccab.us Date routed: z City web-site: http://w .mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 570 C�SYA(. AIC De artrnent review required Yes No uildin Applicant: � ( OL(— ( 1` C'7-5 ��C. fanning&Zom 11 Tree mlmstrator Project: N\\V &W RCS( C)GA)C� u Iic Wo s C II Pubic a ety Fire Services Other Agency Review or Permit Required Review or Receipt Dated 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: APPL ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING q q PLANNING&ZONING {�4.--^� . Z 3 Reviewed by: Date. 7 TRE DMIN. Second Review: ❑Approved as revised. [-]Denied. IC WORKS Com nts: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [-]Denied. Comments: Reviewed by: Date: Revised 05114/o9 City of Atlantic Beach Building Department APPLICATION NUMBER 800 Seminole Road (To be assigned by the Building Departinent.) Atlantic Beach,Flodda 32233-5445 17-S (=(Z .• 7J 175 Phone(904)247-5828 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: z Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: rte' 7O CC7A57A L OAkWFireSemces nt review re uired Yes o Applicant: OLL 13(z QS INS Zorn \\ ,, lstrator Project: V 61,t.) C (C)&,OC - s Public Safety s 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 Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: 410—r y(l7�'lq�� BUILDIN / � (J r PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: [--]Approved as revised. ❑Denie . 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 �s-•U/,y, City of Atlantic Beach APPLICATION NUMBER ' Building Department (To be assigned by the Building Depadment.) 800 Seminole Road ,. Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@wab.us Date routed: z I City web-site: hhp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: GZQ C,As'7A C. 0Al( De rtment review re uired Yes No CJ uildin Applicant: _ _• ( OLC. (21` CiS C• fanning&Zom \ , Tree mmistrator Project: �V 6 W ubfic Wo s Ic i I Pu Ic a e y Fire Services fjgview feel.: Dept Si n , MManagement gency Review or Permit Required ReviMReceiptof Per pt.of Environmental Protection pt.of Transportation River Water Management Districtps of Engineersf Hotels and Restaurantsf Alcoholic Beverages and Tobacco Other. APPLICATION STATUS rPLANNING artment First Review: Approved. ❑Denied. .) Comments: ,/ ONING Reviewed by sc�-+-�f/ DateN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/08 BUILDING PERMIT APPLICATION ELE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 1'7-S FR-3 (-7 S Job Address: 570 Coastal Oak Lane:Atlantic Beach.FL 32233 Permit Number- Legal Description Lot 149 Atlantic Beach Country Club Unit 2 67-132-08-2S-29E Parcel Floor Area of Sqq.Ft. Sqq.Ft Valuation of Work$ 340.423 Proposed Work heated/000led2943 non-heatedfcooled 919 Class of Work(circle one): New Addition Alteration Repair Move Demolition pooVspa window/door Use of exisliog/Pronosed structures)(circle one): Commercial Residential If an existing struccttuure,is a fire sprin er system installed? (Circle one): N/A Florida ProductApproval#See attached For multiple products use p uct approval form Describe in detail the type of work to be performed:New Residential Construction Property Owner Information: Name:TOLL FL VI LIMITED PARTNERSIRP Address: 160 Cape May Avenue City Pome Vedta State ELZip 32981 Phone 904 217-0739 E-Mail or Fax#(Optional)uogers@tollbrothen.com Contractor Information: CONTRACTOR EMAIL ADDRESS; aroeers0tollbrothers.tom Company Name:Toll Bros.,Inc Qualifying Agent:Steven R.Merle. Address: 160 Cape May Avenue City Ponte Vedm State-EL Zip 32081 Office Phone 904 217-0739 Job Sita'Contact Number 904 386-6472 Fax IN State Certification/Registration#COC 1510225 Architect Natine&Phone#_M It 4L+Ct , jjrvj (halm Cµ0024$ -5$4) Engineer's Name&Phone# I.-D �arV'IT_K lin r 104 I ,pJ..�T.� — I Fee Simple Title HpIder Name and Address Nft Bonding Company Name and Addmm N IA, Mortgage LZI Name and Address N Ir01 Application is hereby made to obtain a perm/!ro do the work and installations at indicated l tertify that no work or installation has cammemd prior to the issuance ofa permit and that all work will be performed to meet the standards ofall laws regularm¢conranelion in thisjurbalunim This permit becomes md!and void ifwwk it not commeawd wlthin+iz(6f mainly,or ifcauavction or work u suspended w abamloneel fora periodofsix 6f months at airy time aJkr work is commenced I undnmand that xparate permits must be secured for Blemtrnl Work,Pfumbirtg,Sb, Well; Poor, Furnace%Boiler, mlem, ranks andAir Conmaoner,Ca WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IlKPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby cwiry that I have readand¢rammed this application and know the same to be nue and coned All provisions oflaws and wdinamea gowning fhu type ofwwk will6e complied with whether spec ad herein or nor. The grana gg ofa permit does rmtpresume to give authority ro violate or conte!rhe provtmoraafanyonnfederal,stare,a locall galatmg camaaction or theperyormm�ce ofconsavction. Signature of Owner Signature of Contractor Prim Name Ste g.Marten.Division Sr Vice President Print Name Steven Merton_Division Sr.Vice President Before me Before me thisIv Day of Janiga 2017 this 3V Dav of Jan 17 Notary PublicofTtaPublic Revised 01.26.10 ^.cP AN h lIAELiSSALIEBERIAAN coruAssloru :FFosssos EXPIRES 6 of U 18.201F L_�-i FloFtlallotaryoery c F� RAW.Permit Attachment of for R.O.W.Permit# issued ,2017 Atlantic Beach,FL 32233 Owner's Name: Toll FL Vl,LP Property Address: 570 Coastal Oak Lane Atlantic Beach,FL 32233 Subdivision: Atlantic Beach Country Club Lot#/Block#: 149 RE.#: 16905-2040 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this_day of 20_,by Atlantic Beach,Florida,a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and Toll FL VL LP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Rightof-Way/Fasement permit numbers noted above(copies attached). This work is generally described as: Pavers in the Right of Way for the driveway. Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30) days notice by CITY to the USER,said notice to USER shall be given by certified mail,return receipt requested,to the following address: 160 Cave May Ave.Ponte Vedra,FL 32091. The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing,or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the cement requirements of the City Code, Building Codes,Land Development Code,and all other land use and code requirements of the CITY,including City Code Section 19-7 (h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials,but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page I of 2 F — The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, Public Works Department, for said change. The USER shall,at the discretion of the CITY,be requested to submit as-built drawings showing the change within thirty(30)days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of 'd liabilities are hereby assumed by the USER DATED and SI D this W day of January .2017. By: Steve erten,Division Sr.Vice President,Toll FL VI,LP. (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 10 day of January .2017,personally appeared before me,a Notary Public in and for said County and State, St. Johns Florida the property owner of 570 Coastal Oak Lane. Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument;who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. No 'c in for said County and State f CITY OF ATLANTIC BEACH,FLORIDA,a j municipal corporation: Approved: Doug Layton,Public Works Director For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere, City Manager Page 2 of 2 ly NOTICE OF COMMENCEMENT f. la State of: FLORIDAIn Folio No. 169505-2040 County of: 4UVAL To Whom It May Concern: The undersigned hereby infomis you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description ofproperty being improved: Lot 149 Atlantig Beach Courdry Club Unit 2 67-132 08-2s-29E Address ofproperty being improved: 570 COASTAi AK A &T—LANTIC BEACH FL 7333 General description of improvements: NEW HOME CONSTRr V^TION Owner:TOLL FL VI LIMITED PARTNERSHIP Address: 250 GIBRALTAR REIHORSHAM PA 19044 Owner's interest in site ofthe improvement: FEE SIMPLE Fee Simple Titleholder(ifother than owner): Name: Contractor. TOLL BROS..INC Address:160 CAPE MAY AVE EQNTE VEDRA m 32081 Telephone No: 904-217_3852 Fax No: 904-060.2683 Surety(if any) Address: Amount ofBond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name ofpaOmn within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: STEVE MER 112L DivisionV'cePresident Address: 160 CAPE MAY AVB NT +ED x 32081 Telephone No: 901-217-3852 Fax No: 904-060-2683 In addition to himself owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(6),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date ofNotice of Commencement(the expiration data is one(1)year from the daze of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signal: Date: / 17 Salute menP qday of IA.v1.rw2 inthe CouatyorsL7ohns, ShIe OPF7diidghaapvmnallyappeared �57PiE/1')OL]L71/ Notary Public at Largs State f FI rids,County of ST.JOHNS- My commission expi'71 /41-7 Personally Known: Pmduud Iderttifieation: or D.#2017033553,OR BK 17874 Ps9e 2056. Number Pages:1 -- Rewrded021@2017,s01:09PM. 1 "�p F. M �` UIVS 111 Rennie Fussell CLERK CIRCUIT COURT WVAL rI MY COMMISSION SFFUSSm-OS rnuury CITY OF ATLANTIC BEACH r' PUBLIC UTILITIES s 1200 Sandpiper Lane . -0111" ATLANTIC BEACH,FL 32233 (904)270-2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 2- 3 - 17 Project Address: '�:ZO 6""z 64 No. of Units: I Commercial_Residential ✓ Multi-Family Y New Water Tap(s)&Meter(s) Meter Size(s), New Irrigation Meter Upgrade Existing Meter from to (size) 3 New Reclaim Water Meter V" 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# / 7 - 4 F� - 3/7 f Water System Development Charge $ / / `/O. 00 Sewer System Development Charge $ Water Meter Only $ / 81 • ao hip Reclaim Meter Only $ /es {� Water Meter Tap $ Sewer Tap $ (notes) Cross Connection Other $ TOTAL APPROVED: Kavle Moore.PE (DeputyPWDirectorwAvib aedSignatare) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED City of Atlantic Beach uI _ _Building Department APPLICATION NUMBER 800 Seminole RoadAtlantit —' "" - (Tc be assignedby the Building Department J J PhonecBea ,Forida(904)247I5826 3 Fax s aj 2 Jjs84Ff 8 0 3 2011 17 S r R — 3175 E-mail: building-dept@mab.us Date routed: z I Cityweb-site: httpltM .coab.us BY:___. APPLICATION REVIEW AND TRACKING FORM Property Address: 17::'7 C S`("A L De artment review to ulred Yes No �— uildin Applicant: _ ( OCL (2R C].S INC tanning&Zom I\ �W {� Tree mlmstrator Project: V i` ( pG �(��_ ublic Wo s Ic 111 Pu is a ety Fire Services 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 AmIy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS q / rReviewingDepartment First Review: [(Approved. ❑Deni 0 e one.) comments: J� Ameca y* *DING &ZONING 2Reviewed by: Date:ZADMIN. Second Review: []Approved as revised. ❑Den' PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05174109 l��lC/Z 3/7r r r AukPAVIOW ,I, leg .41 ry 3 V" A W N � a n o a s ao >• � x _ d W �' a � . K n CJ P m 9 O O a zS ff � a ro c` 5 m �v o �" •n a � a w �e 9 n'="e' n a P E E a 5 •e �e c. q '�. n F � 6 G � N G O Au• Y pM 6. E E i Q a �n � o• n n c F � a o � `� $ � �• �. rt $ A 9p p q 0 8 = � O 'f a G o a Y o + z S + + + + z z r 5 = $ y N O _ = � aLl n r r"- rrsg 6G �. r 00 N A N J F O a N P d D\ N b p ro A f � n a Q \ \ • \ } \ \ \ } } \ { § \ ({ } w 2 � ! • - \ � \ { i / | / | \ \ z ( ! » 4 ! ! ! 2 f ! # r m ! !{ { ) 6 O aa3 F q � y a 'o O c W 6 m v y w � a m ' O n B b o 3 c 6 � � O N O � b .4' b e 6 f y L^ n g n Ci m y e� 'n N n d EFa R N N O � � W Wry Wry Q R W � r O S () ] r 2 ! \ } ! ! } ; \ \ \ ( _ } k ( ( ! ; FORM R405-2014 FILE COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation • Residential Performance Method I Project Name: Captiva 2943 Right N Builder Name: Toll Brothers,Inc. Street 570 Coastal Oak Lane(Lot 149 AS) Permit Office: Atlantic Beach City,State,Zip: Allantica Beech ,FL, Permit Number. Owner: Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zane 2) 1. New construction or existing New(From Plans) 9. W-II Types(2540.D sgft,) Insulation Area 2. Single family or multiple family Single-(amity e.Frame-Wood,Extetor R=19.0 2316.70 ft' 3. Number of units,It multiple family 1 b.Frame-Wood,Adjacent R•13A 223.33 ft' c.WA R= ft' 4. Number of Bedrooms 3 d.WA R= it 5. Is this a worst rosa7 No 10.Ceiling Types (2943.0 sgft) Insulation - Area a.Under Atfic(Vented) R=38.0 2712.00 ft' 6. Conditioned floor area above grade(ft') 2943 b.UnderA0lc(Vented) R=19.0. 231.00IF Conditioned tloorama below grade(ftry D c.N/A R= R 7. Wlndows(320.0 sqft.) Description Area 11.Ducts R ft' a.Sup:Attic,Ret:Actio,AH:Geroge 6 549.6 e. U-Factor. Obl,U=0.33 320rea k r. SHGC: SHGC-0.30 - b. L-Factor. NIA ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:14.50 c. LLFactor. N/A ft' SHGC: 13.Heating systems kBtWhr Efficiency d. U-Factor. NIA to a.Electric Heat Pum SHGC P 36.0 HSPF:.&20 Area Weighted Average Overhang Depth: 6.177 ft Area Weighted Average SHGC: 0.300 14.Hot water systems B. Floor Types (2943.0 s0.) Insulation Area a.Natural Gas Tankless Cap:i gallons e.Slab-On-Grade Edge Insulation R�Oo 2943.00 tP - EP:0.600 b.N/A Rr W b. Conservation features R= a W c.WA None 15.credits stat Glass/Floor Area: 0.109 Total Proposed Modified Loads: 60,62 Total Baseline Loads: 63.67 - PASS I hereby certify that the plane and spedficete4s,covered by Review of the plans end THT ST CodeIculatlon are in compliance with the Florida Energy specifications ccvererc by this - y0e 'wwATCO / calculation Indicates colnpllange y'S .. )• t* n y with the Florida Energy rode, F_ n 'P4- ri p PREPARED BY: �s"�•-�?r=- um t E: la 1(L u Before construction is oompleted a1 :4 qAT,. t this building will tie Inspected far t�lll', a y pdmplf9nce With Section 553 BD6 I hereby certify that this building,as seat It It,Is IR compliance' Flood"91st"IeO;.. wph the Florida Energy Code. - ' �+CC� p°oA, RYVNER/AGFNT' BUILDICIAL ING Q F RATS: DATE, . F - ,ZgMp7lance requires cedIfication bythe air handler"nit manutacturef gtaf Ihp air handler anelPaure gyallpea ae Ferttfledfectgry-sealed In accordance with R403.2.2.1. •Cpmpllance r4quirea an Alf Barrier land Insulation IIIA Cflon Chapkllst Inaecorch nce with R.402,9.1.1 ped arf ppvalap0lpelcpge k teat fopgn In aoegrdanpe with R402.4.1.2. .. H 2/2 072 0 7 6 1.52 PM' _ EnergyGauge®USA•FlaRee2014 Section R4054.1 Campllant Saaswro Papetol4 FORM R405-2014 PROJECT k! Title: Captiva 2943 Right IN Betlrooms: 3 [ BuildingAddress Type: Street Address . T ype: User Conditioned Area: 2943 Lot Owner. Toll Brothers,Inc. Total Stories: 1 BIocWSubDivislon: I ofUnit.: Na 1 Womt Case: No PhdBook: Buntler Name: Toll Brothers,Inc. Rotate Angle: 0 Street: 570 Coastal Oak Lane Crose Ventlletion: No County: Duval Family Type: Single-family City,Slate,Zip: Allardice Beech , New/Existing: New(From Plans) FL, Comment: CLIMATE VIECC Design Temp Int Design Temp Heating Design Dally Temp Design Location TMY She Zone 97.5% 25% Winter Summar Degree Days Moisture Range FL,Jacksonville - FL JACKSONVILLE INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blow 2943 29430 SPACES NumberName Area Volume Kschen Occu ants Bedrooms Infi11D Finished. Cooled Naeted 1 Mein 2943 29430 Yes 4 3 1 Yes Yea Yes FLOORS # Fbor TYPe Space Perimeter R-Valva Area The Wood Carpel. V- 1 Slatcc n Grada Edge Insulallc Main 231.8 ft 0 2943 M _ 0 0 7 ROOF VTRoof Gable Roof Solar SA Emlp Emitl Deck Pitch p YPe Materials Area Area Calor Absor. - Tested - Tested Insul. (deg) 1 Gable or shed Composition shingles 3291 ft• 7381N Medium 0.8 NT's 0.9 Na....4,4 24.6. ATTIC :s p Type Ventilation Yard Rpllq(1 In) Pma RB,Q IRpG- 7 Full pipe - Vented $00. N _ N UP p CallingT Bca R,.Valpa Ina A q - Fremin Fra.- 1 UpderTlplF.(Von" Trvea N@!n 38_. Byryq , . 11 011 ylrpgA z underAlpe.Nenled! Nnln 10 01.0'" _ r , 12/2020181:82 PNI En.WGauga®USA-FI.Res2014 Sscpon R405.4.1 Compliant Software Page 2 of 4, FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framin Solar Below #-Otnf_T°-4VaII.TyP' SpamR'Value_EI-lo_El-ln--Area-R--V.aluaFsaclion-Absor-GradeH 1 N Exterior Frame-Wood Mein 19 22 8 10 a226.7 ft' 0 0.23 0.8 0 �2 E Exterior Frame-Wood Main 19 82 0 10 0 820.0W 0 0.23 0.6 0 43 S Exterior Frame-Wood Mein 19 45 0 10 0 450.0 ft' 0 0.23 0.5 0 Z4 W Exterior Frame-Wood Main 19 82 0 10 0 820.01' 0 0.23 0.6 0 6 N Garage Frame-Wood Main 13 22 4 10 0 223.3 ft' 0 0.23 0.01 0 DOORS # Dirt Door Type Specs Stones U-Value Width Height Area Ft In Ft In 1 N Wood Main None .4 3 8 24M 2 N Waotl Main None .4 2 8 8 21.3 fP WINDOWS Orientation ahewn Is the entered.Proposed odentatbh. Wali Overhang # Omt ID Frame Penes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening- 7 N 1 Vinyl Law-E Double Yes 0.33 0.3 30.0M 5 I 41n 1ft0 in Dmpes/bllnds Exterior 2 E 2 Vinyl Low-E Double Yea 0.33 0.3 15.0 ft' 1 ft 4 in 1 it 0 in Drapeslblinds E#erlor 5 3 E 2 Vinyl Low-E Double Yes 0.33 0.3 24.0 ft' tft4 in ift01n None Extador6 4 E 2 Vinyl Low-E Double Yes 0,33 0.3 12.0ft 1ft41n 1fta in NoneWerior6 �L 5 5 3 Vinyl Low-E Double Yee 0.33 0.3 30.01' 1 it 4 In 1 ft e In Drepea/blinds Exterior 5 e S 3 Vinyl Low-E Double Yes 0.33 0.3 15.0 ft' 11 ft 41n 1 it 0 in Nona Exterior 5 f 7 S 3 Vinyl Low-E Double Yes 0.33 0.3 - 20.0 ft' 1ft41n 1ft01n Orapearollnda Exterier5 8 S 3 Vinyl Low-E Double Yes 0.33 0.3 - 128.0 it- 11 it 41n 1 ft 0 in None Exlenor 5 9 W 4 Vinyl LM-E Double Yes 0.33 0.3 12.01? 1 ft 41n 1 It 0 I None Exterior 5 10 W 4 'Anyl Low-E Double Yee 0.33 0.3 30.0 h' 1ft41n 1It0In None Exlerlor5 77 E 2 Vinyl Law-E Double Yea 0.33 0.3 4.0ft 1It4In 7ft0In None Exteriors GARAGE # FloorArea Ce81ng Area Exposed Well Perimeter Avg.Wali Height Exposatl Wali Insulation 7 483 M 483 R 87 ft loft # Scope Method $1A CFM 69 �1,A EgLA' A,Ch AGH 6g ' 1 Wholehause Proposed ACH(50) ,.00ggm 2452.5 134.04 253.21 .7440 6 - 12/20/20161:52 PM EnergyGauge®USA-FlxRea2014Sec1ion R40SIA Compliant Software Page 3 of I i FORM R405-2014 HEATING SYSTEM # System Type Subtype E8ldency Capacity 1 Electric Heat Pump SplitBlock Ducts HSPF:82 36 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Ce actfy Air Flow SHR Black Ducts V' 1 Central Unit Split SEER:14.5 36 kBtu]nr 1080 cfrn 0,7 1 sys#1 HOT WATER SYSTEM # Syslem Type SubType Location EF Cap Use SetPnt 1 Natural Gas Tankless Exterior 0.8 1981 60.9gal 120d Conn e9 None None 2 Natural Gas Tankless Exterior 0.6 19al 60.e gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Can If Company NameCollector Storage System Madel# Callecmr Motlel# Aree Valuma FEF None Nona ft• DUCTS / —SupPIY— —Return Air CFM25 CFM25 # Location R-Value A oa Loailon Area Leakage Type Handler TCT OUR" CIN RLF HeHVAC* VCoal 1 Also 6 549.64 Attic 137.4 ft Default Leakage Garage (Defau 8) (Default) 1 1 TEMPERATURES Programable Thermostat:Jan Y eb rD(1 � 7I Callling Fans:[Dl�� I1 rC( 1[X — HeeWg �]Jaa "Feb [%7 Mai [I()Apr _ ]May [ ]Jun ]Jul riAu9 l iSep �O 'Nov Venting eC Dan Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 6 8 7 6 9 10 11 12 Cooling MD) AM 78 ]8 78 78 78 ]B 78 78 80 80 86 88 PM 80 A. ]8 78 78 78 78 78 78 78 76 78 Cooling VAEH) AM 78 78 78 78 76 78 78 78 78 78 _ IB 9 PM 78 ]8 ]8 78 78 78 > ' Heeling(WD) AM fie 68 e6 gg .78 ]8 ]8 r 7B. . 76 PM fig fie fi8 68 a8 68 BB a� fib BB BB a8 Heading H) PM as a9 99 68 66 fib 68 6B 88 so 98 68 88 66 B8 68 68 66 Is 86 r i Y 1&2026161:52 PM EnergyGauge®USA-FlaRes2014 Section 8405.4.1 Compliant Software Page 4 of 4 I I FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*= 95 The lower the Energyperformanoe Index,the more efficient the home. 570 Coastal Oak Lane (Lot 149 AB) Atlahtica Beach , FL, 1. New construction or existing New(From Plans) 9. Wall T es Types2. Single family or multiple Area ple family Single-famlly a.Frame-Wood,Extedor R-19.02316.70f12. 3. Number of units,0 multiple family 1 b.Frame-Wood,Adlecent R=13.0 223.33 It- c' c.WA 4. Number of Bedrooms 3 d.NIA R= ft- 5. Is this a worst czse7 NO 10.Gelling Types Insulation Area 6. Conditioned floor area(fr) 2943 a.Under Atlic(Vented) R=38.0 2712.00{12 b.Under Attic(Vented) R=19.0 231.00 IF 7. Windows- Description Area c.WA R= ft. a. U-Faclor. Dbl,U=0.33 320.00 ft' 11.Ducts R ft, SHGC: SHGC=0.30 a.Sup:AOIF Ret:Attic,AH:Garage 8 549.6 b. U-Factor: N/A IF SHGC: 12.Coolinga stems c. SHIGC::U-FactN/A ry kB36.0 Efficiency IF e.Central Unit SHGC: 36.0 SEER:74.50 d. U-Factor N/A ft. SHGC; 13.Heating systema kBtu/hr Efficiency Area Weighted Average Overhang Depth: 6.177 ft a.Electric Heat Pump 35.0 HSPF:B.20 Area Weighted!Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hat water systems a.Sftlo On-Grade Edge Insulation R=0.0 2943.00 IF A.Natural Gas Cep:1 gallons b.WA R= ft' EF:0.6 c.WA R= W b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be Installed(or exceeded) yo4rtxe sptr6 in this home before final Inspection. Otherwise,a new EPL Display Card will be completed y4, k CoA based on installed Code co li features. Builder Signature: Address of New Home: 5')D COQgn I n /� I City/FL Zip: ,. WE ' . �j�`ADJ e�YOOD T4J�= .Nptp. This Is not a Building Energy Rating. If your Index is below 70,your home may quality for energy e(floient mortgage(EEM)Incentives if you obtain a Florida EnergyGauge Rating Go..the Bnergy�auge orgy Hotline'at ent 6�id 1482 or see the EnergyGauge web sit g at Anergygauge.com for Informal An 'a II-' Rf�eN(led Raters.' For' tnfoffnapon shout the Flodda Building Code, Energy Conservation cont of the h'lotida Buliging Gpmf,9lsSIoR s sdgpor( staff. - Label required by Section R303.1.3 of the Florida Building Code, Energy Consery atlop,If np(DFgU1,T, W01201Q 1:52 P.M 911ergyGeu9e0 USA,FlaRS9014 c SQctior 8406,4.1 Compllgpf}3QIJ�yerq r ' P.4p?(g 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 570 Coastal Oak Lane(Lot 149 AS) Permit Number. Allardice Beach ,FL, NfANDATORYREQUIREMENTS I fd See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and cadlfed by the builder to be accurate and correct before final approval of the building for occupancy.Florida Isw [Section 553.9086,Florida Statues]requires the EPL display card to be Included as an addendum to each sales contract for bath presoid and nonpresold residential buildings.The EPL display card contains Information Indicating the energy performance level and efficiencies of components Installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed!by the builder accurately reflects the plans and speci0cetions submitted to demonstrate compliance for the building.A copy of the EPL display card can be found In 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 R402.1 through R402.4.4. 8402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1S.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402A.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shat be Installed In accordance with the manufachlrefa Instructions and the criteria listed In Table 402.4.1.1,as applicable to the method of construction. Where requiretl by the code official.an approved third party shall Inspect all components and verify compliance. 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,and 3 air changes per hour in Climate Zones 3 through 8.Testing shell be conducted with e 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 approvetl third party.A written 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. During testing: 1.Exledorwindows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the Intended weatherstripping or other Infiltration control measures; 2.Dampers Including exhaust,Intake,makeup air,backdraft and true dampers shall be closed,but not sealed beyond intended infilhallon control measures; 3.Interior doors,If Installed at the time of the test,shall be open; 4,Exterior doors for continuous ventilation systema and heat recovery ventilators shall be closed and sealed; S.Hearing and cooling systems,If Installed at the time of the test,shall be fumed off;and 6.Supply and return registers,if Installed at the time of the test,shall be fully open. R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-filing flue dampers and outdoor combustion air. R402.4.3 Fenestration air Ieakage.VNndows,skylight and sliding glass doors shall have an air Infiltration rate of no more than 0.3 cion - per square fool(1.5 LMIM2),and swinging doom no more than 0.5 chn per square fool(3.6 Lthn2),when tested accomIng to NFRC 400 or AAMAMMMAICSA IOIA.S.2/A440 by an accredited,Independent laboratory and load and labeled by the manufacturer. - Exception: Site-bulk windows,skylights and doors. 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 cfm(0.944 US)when tested in accordance with ASTM E 283 at a 1.57 pat(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the Interior wall or telling covering. - R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-restlance head shall have controls that,except during dermal.prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing(Mandalery)AII ducts,air handlers,and fJter boxes and building cavities that tom the primary air containment Passageways for air distribution systems shall be considered duds and plenum chambers,shall be Constructed and sealed In accordance with Section 0,103.2.7.2 of the Commercial Provisions of this code and shell be shown to meet duct lightness ofterla by postconslroctlep �].: or rough-In testing below. Duct lightness shall be verified by dealing to Section X03 of iha SFS ET SW'ndaw be ellh�r e0 no r 657.48,Florida Statutes,or as authorized by Florida Statutes le be suliatamtlally leak either an energy the gOooWlold In accordance with Secttop 1. Post-construcllpn test Total leakage shall be less than msqual to 4 din(I13 Lorin)per t00 a ua(q(egj(8 29 m2) cgOdUgged rypgf stag when tested at a pressure tllRerenOal of 0.1 inches w g (2S Pa)arioas the en8re system 0 R In iha hfspu(je a air handkf emctegje,NI register boots shell be taped or otherwise sealed daring the test 2 Roaphesaem differential Tom[ leakage shall beInchless ss Mart or equallo 4 cfr,(11,3 Umin)per lgq.squara fgel(g,2gm2)pl gprtlltlgOaA pgof aRalQ'pan fapfad w.g (thea)peruse tha system,Including the marjulapturer'q qtr Aeq�lar applpsgre•A.p laelalero Apeu�o (aped or clhaivrlse seettl gyring the fast I!the air hander la not Installed at t-ha if p"Ift leap lolgl leakage spat aq Igp4lhgn rtr egupl W S p(ql i85 Vmin)par 100 square feel(9.26ln2)ct pon#Itigned gaerpraa," Exceptic a: 7. The total lOekaga feet le ggt(equlmd tar duds and air¢gn01g1q located entlrely within the¢NIINpg ammkftia. 2 Did Iegling t rat mef!dedgry for¢UOtlinga complying by Section Rd05 of this code. '-'`'-'- ".• '" "' 12120/20161:52PM - EnergyGouge®USA-FtRes2014 -Section R405.4.1 Com Page 1 of I FORM 11405-2014 I MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Canada.(Mandatory). Building framing cavities shall not be used as ducts or plenums. or below Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carying golds above 105 or below 55°F(13°C)shall be Insulated to a minimum of R-3., 'F(41'C) 8403.3.1 Protection of piping insulation. 11403.4.1 Ciroulatng hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual Switch that can tum off the hot-water circulating pump when the system is not In use. 11 at tho 3 Heat treys(Mandatory). Storage water heelers not equipped with Integral heel traps and having vehlnal pipe deers shall have heat treys Installedupward both the India,lea and outlets.External heat haps shall consist of either a commercially available heat trap or a downward entl upwam bend of at least 3'h Inches to the storage lank. (69 mm)in the hot water distribution line and cold water fine located as dose as possible I / Yr.'f R403.ge4 Water healer efficiencies tMandatory). /o'( R403.4.4.1 Stooge water heater temperaluo controls R403.4.4.1.1 Automatic controls. Service water heating systema shall be equipped with automatic temperature controls capable of adjustment from the lowest to Na highest acceptable temperature selling.for the Intended use.The minimum temperature selling range shall be from 11-F to 140-F(38-C to 60-C). 11403.4.4.1.2 Shutdown. A separate switch or a clearly madmd circuit breaker Shall be provided to permit the power supplied to electric service systems to be turned off.A-Operate valve shall be provided to permit the enemy Supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. R403.4A.2 Water heating equipment Water heating equipment installed In residentlal units shall meet the minimum efficiencies of Table ergy Conservation ipment Installed, Equipment used to provide heating.2 In Chapter 4 of the lfunctions orida i ea part of a ora combination system halCommercial a satisfy lallll stated requirements for thons,for the type of e appropriate water heating calegwy. Solar water heaters shall met the criteria Section R403.4A.2.1. R403.4.4.2.1 Solar water heating systems. Solar systema for domestic hot water production are rated by the annual solar anergy factor of the system.The solar energy factor of asystem shall be detedraned Pram the Fki Solar Energy Center Directory of Codified Solar Systems.Solar collectore shall be tested In accordance with ISO Standard 9806,Test Methods for Solar ColledOm. and SRCC Standard TMA.Solar Domestic Hot Water System and Component Test Protocol,Collectors In Installed solar water heating systems Should meat the following whets: 1. Be Installed with a till an91e between 10 degrees and 40 dogmas of the horizontal;and 2. Be Installed at an orientation within 45 degrees of tore south. R403.5 Mechanical ventilation(Mandatory). The building shall be Provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Coda,Mechanical,es applicable,ar with other approved means of ventilation 0lehe Outdoor air Intakes and exhausts shell have automatic orgravity dampers that close when Ne venlilallon system is not operating. R40].BMe8ting and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment rr� R403.6.1 Equipment sizing. Heating and cooling equipment shall be s@ad in accordance With ACCA Manual S based on the equipment bads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation in Ihoit los ^1w. based on building loads for the directional orientation of the building.The manufacturer end model number of the out Indoor units(if$Pill system)shall be submitted along with the sensible and Igtal cooling capa,G(ie3,al attest tt Rt o. described in Section R302.1.This code does not allow designer safely factors,pmvi.l qf.°f expansion oppil7ej(getpre which Short equipment sizing.System sizing caiculatfom;Shall not Include loads greed bylgeal tnlamllfignt(OaAsuracal yenpl4tion such as stardom kitchen.and bathroom exhaust systems. R calculated Cooling equipment capacity Cooling only equipment shall be peleGed pq that lot total gapactly h ngt lash than Jhp calculated total load,but not more than 1 16limes greater than Iha Ictal Iced paMglateG agportling 10 Jho Procedure aelpGad In equipment 403.6,of the tiles st available llze provitled by the mangfacju alis PrptluG ales.The correaponping lale`,hl pcapactry df Me equlpmegt shall not ha lase than the,calsylakd laJenl It _ i 1=20161:52 PM EnergyGaW.0 USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) S° R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity le a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data Ghali ba used to select cooling-only equipment.This selection shall be used to$also ceohmg-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for waterreource equipment),the blower Um Provided by the expanded performance dot., 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 duct(.)IS Inslelled In an unconditloned space. Exceptions: I. Attached single-and multi-family resldential equipment sizing may be selected so that Its coaling capacity Is less than the calculated 10181 sensible lead but not less than 80 percent of that load. 2. When signed and sealed by a Florida millstered engineer,In attached Single-and multi-family units,the capacity of equipment may be sized In eccerdanca with good design practice. i 1 R403.6.1.2 Heating equipment capacity R403.6d.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section 8403.8.1.1 and the heat Pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be shed within 4 kW of the design requirements calculated according to the procedure selected In Section R403.6.1. 8403.6.1.2.3 Fossil fuel healing equipment The capacity of mSSll fuel heeling equipment With natural draft atmospheric burners shall not be less man the design toad caloulated In aowmance with Section R403.6.1. R403.11A.3 Fxha capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an Intermittent basis,such as anticipated additional loads caused by major entertalmr ent events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that apace by one or mare of the fallowing options: 1 1. A separate ceoong or heating system IS utilized to provide cooling or heating to the major entertainment areas. 2. Available capacity system sized for optimum Performance during base load periods is utilized. ❑ R403.7 Systems serving mumpie dwelling units(Mandrtory). Systems Servmg multiple dwelling units shall comply wftIt Sections i C403 and 0404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow malt system controls(Mandatory). Snow and Ice-melting systems,supplied through energy service be the building,shall Include automatic controls capable of shutting Off me system when the pavement temperature is above 55'F,and no precipitation Is fainng 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 for residential pools and Inground spas shall be as specified In Sections R403.8.1 through R403.9.3 and in accordance with ANSVAPSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP44. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped whh a readily accessible on-off switch that w mounted outside the heater to allow shutting off the heater without adjusting the thermostat selling. R403.94.1 Gas and oil-fired pool and spa heaters. All gas.and oil-fired pool and apace healers shall have a minimum thermal effictency of 82 percent for heaters manufactured on or after April 16,2013 when lasted In accordance with ANSI 21.58. Pool heaters fired by natural gas or LP gas shall not have continuously buming Pilot lights. - R403.8.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum CDP of 4.0 when melanin accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A lest report from an Independent I boit - 19;.e;' required to vedly procedure compliance.Geothermal swimming pool beat pumps are not required 1.meet 01.ga ld, O R403.9.2 Time switches. Time switches or othercontrol Method that can aujom'agcal lu K p an 86aterq a comPllencee With thisrenal schedule lac ulpmtenl'd on elbheelers eM pump's.Heetere Pumps and AwASM Illi rape bull))0 tlmgra s�ll a deaths,Pumps according W a � Ezceptlops: • 1. Where public health standards rflqulre 2q-hoof pump opereilonq. 2, Where PUMPS are required to opepte enter-and waslo+beetgeoovery pool healing systems. 3. Where pumps ale powereQ eyclpsivelyfrom Pneljq renewable genemlloq. Q 9403.9.3 CnVere, Haatad awlmmIng conte and Ing" tnd perm6nenlly[Detailed spas shah be eyulpped W11h a vppopfefaNenl pgyar op g[ at the water sudaFa or a Ilguk coyer or ether tnealu proven to ieppee Peet[nap, ' lxcepnleon: Qu, p r 0019 erlvmg Aver 70 parop0t of the ener9y for healing frog alta-reAAYared energy such ac g hent gulnp qt rgY V c9 p d Aver aD appmtlny as son, . - :. RR4041 Lighting equipment iM,Rndalery) AMinimum of 75 percent of the lamps In pe(fnanegtly me411pd lighting gzlW6R ellall lie, 1 hlgbaMcBcy lamps ora minlmgm p(75 percent olpermanenfyl9stPlledlighl[ngfixt4msshahgonlilP 9riy ryleh elficac�IPmRe 1 Fkp ptlon Lowvollage lighting shall not be redulredtP Ullllze high-efficacy lamps " --/ 11404.1.1 Lighting egulpme0t(Mandatory). Fuel gas lighting systema shall pd have PgpllnVgaely t(uming pilot lights ld 8406 f-Perlormanca gNLY All d, 4 AM Opllrely Illsh a the building iteral envelope shall be Imule7eAfo�e mum oPR-9.' f} 8406.2.1 Rarformaneap-N(_V.. Celllrge eh51)heva minlmum Insulation of R-19.Where single assemby of the exposed deck and beam type or "concrete deck roofs do not have sumcent Space.R-10 is allowed. - 12/20/20161:52PM EnemyGauge®USA-FWRes2014 -Section R405.4.1 Com Page 3 of FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Captive 2943 Right N solider Name: Tall Brdlhers,Inc. Street: 570 Coastal Oak Lane(Lot 749 AB) - Pemlil Office: Atlantic Beach City,State,ZIP: Atlanllce Beach ,FL, Permit Number. Owner: Tag Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville tbarier ENT CRITERIA CHECK d thermal barrier A continuous air barder shall be installed in the building envelope. Exterior thermel envelope contains a continuous barrier. Breaks orjaints In the air herder shall be sealed. Air-permeable Insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the / Insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or on wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be Insulated and thejunclion 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 wells shall be Installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. 1Mndows, 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 It barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barter 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 crawlspece walla. Exposed earth in unvented crawl spaces shall be covered with a Class 1 vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be art to fit,or narrow cavities shall be filled by Insulation that on installation readily conforms to the available cavity spaces, iGarage separation Alr 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 cut neatly to fit around wrong and plumbing In exteriorwalls,or Insulation that on Installagon readily wfif 8�b dvelfgbl. -space shall extend behind piping and wiring. a:y ✓ M1 Shower(tub On exterior wall Exterior walla age to showery,end tuba strati be insulated and the air barter Installed saperating(hem from the of owers and tugs. Electfil:agphone pox on aha elf barter shall bsin slappd behind elec(rloal or PPrpplaplcatiop boxes gr .i air sealed boxes shall he'Installed. HVAC regi§ter hppt, HVAC register boots that penetrate building theimal pnvaloj?a on II ha sealed to this sub-poor or dyiyall. FIrepIBGp - An airpairler,hallllelpstallegon$eplacewalls Fireplacessh II hey; r asketad doom ._-�. 72/29/20161:52 PM EnemyOedge®USA-FleRas2014 section R405A.1 Compliant Software Pagel of i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Nam: Captive 2943 Right N Builder Name: Toll Brothers,Inc. Street: 570 Coastal Oak Lane(Lot 149 AB) Permit Office: Atlantic Beach City,Stale,Zip: Atlantica Beach ,FL, Permit Number: Design Location: FL,Jacksonville JudsdlUlan: 261300 Cond.Floor Area:: 2943 sq.ft. Cond.Volume: 29430 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: R: CFM(50): Single or Mufti Point Test Data i I HOUSE PRESSURE I FLOW: ELA: Eq LA ACH: ACH(50): SIA' 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 changes par hour in Climate Zones 3 through a.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascale).Where required by the code official,lesflng shall be conducted by an approved third party.A written report of the results of the teat 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 themtal envelope. During testing: 1.Exterior windows and doom,fireplace and stove doom shall ba closed,but not sealed,beyond the Intended weatherebipping or other inflltratlon control measures; 2.Dampers including exhaust,intake,makeup air,backdreft and flue dampers shall be closed,but not sealed beyond Intended inflltretion control 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; S.Heating and cooling systems,if installed at the time of the test,shall be turned or,,and 6.Supply and return registers,if Installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, t$E srq performance results demonstrate compliance testing shall be conducted by an o,; QO,r, f with Florida Energy Code requirements in approved third party.A written accordance with Section R402.4.1,2. report of the results of thatest§Opij be signed by the third'Party - •a o conducting the testanil proylded,tq i SIGNATURE: the�code gfftglal. " — . a PRINTED NAME: . - - rM�'oD WB'�� DATE: PUILPING OFFICIAL:. PAW. 12/2 012 016 1:52 PM EnergyGaugee,USA-FlaRes2014 -Section 11405,4.1 Compliant Software A6pe f o%1~ I i �1HcGowfil Project Summary Job. Data Oo"�haR m ` (Rest of House) ey: Renee Brown McGowan's Heating & Air Conditioning, Inc. Use CdIina Bond,Engage.PM.n 32073 Pree:9oa278D339 Far&M-2760366 Email.korcyamrowans wer white,x .mlyovenaac.com le Promect Information For: Steve Matter,Toll Brothers Inc. 160 Cape May Ave., Ponte`Jedra, F132081 Notes: CAPTIVA 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 TD 38 °F Design TO 24 °F Daily range M Relative humidity 50 % Moisture difference 61 gr8b Heating Summary Sensible Cooling Equipment Load Sizing Structure 27672 Btuh Structure 20725 Btuh Duds 3488 Btuh Duds 4392 Stun Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidificationn0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31160 Btuh Use manufacturers data y Raterswing muhiptier 1.00 Infiltration Equipment sensible load 24716 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4106 Btuh Duds 758 Btuh Central vent(0 dm) 0 Btuh Hearing Cooling (none) Avea(fta) 2943 2943 Equipment latent load 5264 Btuh Wlume In 28196 28196 Air changes/hour 0.32 0.16 Equipment total load 29980 Btuh Equiv.AVF(dm) 150 75 Req.total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carder Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO Cond CH14NBO360000BO AHRI ref 9162515 Coil FB4CNPD42L AHRI ref 9162515 Efficiency 8.2 HSPF Efficiency 12.0 EER, 14.5 SEER Heating Input Sensible cooling 23940 Btuh Heating output 33800 Stull Latent cooling 10260 Btuh Temperature rise 29 °F Total cooling 34200 Blum Actual air flow 1050 Elm Actual air flow 1050 ofm Air flow factor 0.034 dm/Btuh Air flow factor 0.042 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point=31`F Backup: Input=lOkW, Output=32854 Stub. 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrl htsoft' Cement 2o+6Ew20 10 16.04 tf ca 3Righltm by alc-arm Inas ear wheat Pte+ ..nslnrlan\TaY 81d11xs1Cp11ve 29a3 Right me Celc•MJB Final Rv hwa: N First Floor N 1. 4 0' a[6 r Bao to 2 !1^Bla t 6r6 m.Ipak, R[B I 3' - a[B 6k® ev13 r oe Bo eed 1 aiB tx[B fi e[a P B By 10 5' nF2 10[6 GMIB 1a• 10 aB rz- s o.m sur io:10 B' nn; 0' B' afM Ba W.34d aswe 1e- B. 1e• 6 12,n e � �oyE, cauac:e I Job#: McGowan's Heating & Air Conditions... Scale: 1 : 128 Performed by Renee Brown for: P69e 1 s,eve menen 4850 Collins Road Co clod Builder by Wrightson t Cape May Ave vome vearz Fi 32osi Orange01T0.161 Phone:964-2] -0339 Fax:904-278-0366 2016-Dec-2010:16:5 0 v .mcgmansic.com korey@mcga ansac.wm ...Bmthem%Captiva 29/3 Rlght.rup Manual S Compliance Report Job: Dgt(Rest of House) By:e Renee Brown McGowan's Heating &Air Conditioning, Inc. 4850 Cline R..0-1.PM.R=73 Phone:9OL2)84339 Fax:800. 78-03s8 ENI:kw•ytinyPxansac.mm NNE:—mtywsfec.cam Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Fame Vectra, FI 32081 Cooling Equipment Design Conditions Outdoor design DB: 99.2'F Sensible gain: 24716 Btuh Entering coil DB: 75.9F Outdoor design WB: 80.2°F Latent gain: 5264 Btuh Entering coil WB: 62.9'F Indoor design DB: 75.0'F Total gain: 29980 Btuh Indoor RH: 50% Estimated airflow: 1050 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Cartier Model: CH14NB0360000B0+FB4CNP042L Actual airflow: 1050 dm Sensible capacity: 24693 Btuh 100°/of load Latent capacity: 5622 Btuh 107%of load Total capacity: 30315 Btuh 101%of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 31.rF Heat loss. 31160 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: Carrier Model: CH14NB0360000B0+FB4CNP042L Actual airflow: 1050 dm Output capacity: 26465 Stub 85%of load Capacity balance: 31 'F Supplemental heat required: 4695 Btuh Economic balance: -43 "F Backup equipment type: Else strip Manufacturer: Model: Actual airflow: 1050 dm Output capacity: 9.6 kW 105%of load Temp. rise: 47 °F Meets are all requirements of ACCA Manual S. zmsoeo20 1.16.04 ./C A WrfghtSOR' camkn0miea,erali,=oe Feet Door Pa9a1 ...n&vY\TN aoNxalCplive 2913 Right Laic=MJe Fmnl Mvr lewa: N Duct System Summary Job: nate: 0TWUNt? (Rest of House) By: Renee Brown McGowan's Heating & Air Conditioning, Inc. ON Cdfl-Raaf,Ompe PN,.n31073 Pe,me:90LV"Z*9 F.9012780368 Emyl:Weytt, ,awanvc.mm NYO;wmv.mcyoxuleec.com Project Information For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave.,Porte Vedra, FI 32081 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 0.242/0.148 in H2O 0.242/0.148 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 1050 cfm 1050 cfm Total effective length(TEL) 571 it SupplyDetail Table Design HtgClg Design Diam H x W Dud Actual Ftg.EQv Name (Stub) (em) (ctm) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk ben2 h 1011 34 22 0.104 4.0 0x0 MFx 48.0 185.0 s13 bed c 1637 56 68 0.083 6.0 0x0 VIFx 61.5 230.0 s14 bed h 3541 119 83 0.106 6.0 0x0 VIFx 44.4 185.0 st3 dm c 33 1 1 0.109 4.0 Oxo VIFx 38.1 185.0 st3 dnln9 h 3869 130 128 0.103 7.0 0x0 VIFx 45.1 190.0 st2 envy h 442 15 15 0.112 4.0 0x0 VIFx 26.4 190.0 st2 ar'•r h 1736 58 41 0.106 6.0 0x0 VIFx 43.8 185.0 st3 1.m,-A c 2261 66 95 0.069 7.0 oxo VIFx 79.5 270.0 st5 Slam m,-B c 2261 66 95 0.083 7.0 0x0 VIFx 63.0 230.0 st4 Mlles c 452 11 19 0.106 5.0 0x0 VIFx 44.3 185.0 st3 k.en c 2191 60 92 0.110 7.0 oxo VIFx 29.8 190.0 st2 1•,n. c 1785 48 75 0.116 5.0 Oxo VIFx 23.1 185.0 st2 m.Bern In 1869 63 51 0.072 6.0 0x0 VIFx 73.5 265.0 st5 aea In 1136 38 19 0.069 4.0 0x0 VIFx 81.1 270.0 st5 -2 c 42 1 2 0.069 4.0 oxo VIFx 74.8 275.0 sty me.ned h 5911 199 136 0.068 8.0 oxo VIFx 84.8 270.0 st5 gen c 93 2 4 0.112 4.0 0x0 VIFx 26.5 190.0 st2 l,-e c 80 2 3 0.108 4.0 0x0 VIFx 39.6 185.0 st3 .k c 691 24 29 0.105 4.0 oxo VIFx 44.7 185.0 st3 .k2 c 691 24 29 0.081 4.00x0 VIFx 70.3 230.0 st4 May c 990 32 41 0.110 6.0 oxo VIFx 30.8 190.0 st2 c 40 1 2 0.083 4.0 oxo VIFx 60.7 230.0 st4 xic3 c 50 1 2 0.108 4.0 oxo VIFx 38.6 185.0 st3 Wrl ht"W 20r&oe 10:16a 9 cammd BUllderByvemmmn l7.msesulnro Peoe\ oOM ..nabucticn\Tdl eaNen\Caplrve 39Q RgM.rvp LeI-MJB FmB poa,leas; N Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Dud Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 368 302 0.068 468 12.0 0 x 0 V lFk st4 st4 Peak AVF 515 495 0.068 481 14.0 0 x 0 VinlFlx st3 st2 Peak AVF 286 355 0.103 452 12.0 0 x 0 VnlFlx an st3 Peak AVF 764 695 0.068 547 16.0 0 x 0 VinlFlx stt all Peak AVF 1050 1050 0.068 594 18.0 0 x 0 VinlFlx Return Branch Detail Table Htg CIg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size(in) Won) (dm) (8) FR (fpm) (in) (in) Opening(in) Matt Trunk rb2 0x0 121 150 122.0 0.121 108 16.0 Ox 0 VIFx rill rb3 Oxo 58 76 120.2 0.123 217 8.0 Ox 0 VIFx rt1 rb4 Oxo 226 200 124.6 0.119 649 8.0 Ox 0 VFx rtl rb5 0x0 277 322 180.3 0.082 922 8.0 Ox 0 VIFx n2 rb6 0x0 368 302 216.4 0.068 468 12.0 Ox 0 VIFx rt2 Return Trunk Detail Table Htg Clg Design Veloc Diam H x W Dud Name Type Win) (dm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 645 624 0.068 821 12.0 0 x 0 VinlFix rti rd Peak AVF 1050 1050 0.068 594 18.0 0 x 0 VnlFlx Ami.#Wfightsoft' cpmrpn amM"M~i7oi6 RSU12270 mrsopom roep,.Z .. n..n.11 ml3 R .p GM=MN F�cnrO h . N RE: 11836TOA - Site Information: Customer Info: Toll Brothers Project Name: Model: Captiva Lot/Block: 149 Subdivision: Atlantic Beach Address: 570 Coastal Oak Ln City: Atlantic Beach State: FL No. Seal# Truss Name Date 35 T10200409 T28 1/11/17 36 T10200410 T29 1/11/1_7) 137 I T10200411 I T30 11/11/17 1 138 1 T1 0200412 1 T31 11/11/17 2 of Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek" RE: 11836TOA- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Model: Captiva Tampa,FL 33610-4115 Lot/Block: 149 Subdivision: Atlantic Beach Address: 570 Coastal Oak Ln City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Lou Pontigo License#: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 38 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, 1 hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name at 1 770200375 J01 1/11/17 18 770200392 711 1/11/17 2 770200376 J02 1/11/17 19 710200393 T12 1/11/17 3 710200377 JO6 1/11/17 120 IT10200394 T13 1/17/77 4 710200378 J71 1/11/17 21 770200395 T14 1/11/17 5 T10200379 J12 1/11/17 22 770200396 T75 1/11/17 6 710200380 J16 1/11/17 23 710200397 T16 1/11/17 7 710200381 J22 1/11/17 24 710200398 717 1/11/17 8 710200382 T01 1/11/17 25 710200399 T18 1/11/17 9 T10200383 T02 1/11/17 26 770200400 T19 1/11/17 10 T102OD384 T03 1/11/17 27 T10200401 T20 1/11/17 11 T10200385 T04 1/11/17 28 T10200402 T27 1/11/17 12 T10200386 T05 1/11/17 29 770200403 722 _ 1/11/171 13 710200387 TOB 1/11/17 30 770200404 T23 _ 1/11/17 - 14 710200388 T07 1/11117 31 770200405 724 _ 1711/17 15 770200389 T08 1/11/17 32 770200406 T25 ..1/11/17 16 T10200390 1 T08 1/11/17 33 770200407 T26 '1/11/17 17 710200391 710 1/11/17 134 IT1020040SIT27 1/11/17 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters ��,t.�: G • • ,q2��% provided by Building Component Supply. Truss Design Engineer's Name: Alberti, Thomas z My license renewal date for the state of Florida is February 28,2019. ❑vi � •¢c IMPORTANT NOTE' The seal on these truss component designs is a ced6ication %�•'. ` STATE SOF : /6/: that the engineer named is licensed in the jurisdiction(s)identified and that the q designs comply with ANSI/rP1 1. These designs are based upon parameters "O(c'•.< p R t O P'��` shown(e.g.,loads,supports,dimensions,Shapes and design codes),which were 04 SS."•• r1G%�0 Ile refterence purpose only,and wwascnoto kenoinincluded is nto account in the preWs eparation Of r,A4 111NA ,t% these designs. MiTek has not independently verified the applicability of the design rMmas A.Areal eE No 39380 parameters or the designs for any pantcular building. Before use,the building designer M,70 USA,1,,.IT Cert 6634 should verity applicability of design parameters and property incorporate these designs 6914 vane East Blvd.Tampa Ft 33610 into the overall building design per ANSI/rPl 1,Chapter 2. oatp. January 11,2017 Albani,Thomas 1 of 2 ` f � ! � Ull eelƒ < 00 2 f� ! �! god liall w ,� -C ) ** ! a# ƒf . +°aJ§ ! £ 4 0 Job Trus Tres Type 4 Ply 11836TOA J01 JACK-OPEN 4 00IX]5 1 .fo11 16 MITs:e Ioo600dl BUIMtrg CompwwM Bupply, Jedrsarv1116,FI32256 BDVJkUU' my0UN-S?NukaPa Inc. Wel Jen110HWUJ SN3mgat ID;urcmR0EH8c214VJkUUrvnoyNUN-25iNI11nICp11ZOT81(YBNURIMJm2VH8uUIkg89I3xwUYa 283 2-83 WS.1:10.7 ..24-Q2 1 3 2M II Ste, II 83 263 Plate OfsMs(%V)- 11631)65-01 LOADIN1111P..0 i) SPACING- 200 CSI. DE0.. In Pool Vde0 lM PLATES GRIP TCtl 0 Plate Gno DOL 1.25 TO 0.08 Vert(LL) 0.01 36 sN9 240 MT20 240190 TCDL Lumbar DOL 1.25 BC 0.10 VN(TL) -0.01 36 s939 180BCLL0Rep Stress Inw YES WB 100 Ho e(M) 0.00 1 Ne NaBCDL 0 Me FBC201U PN007 MetmHMS Weight:10111 Fr=20% LUMBER- BRACING- . TOPCHORD 2x4SPNo.2 TOPCHORD Sbucturat woad seaNNng dracey applied or 2-&3 Ito pu8ls. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ding RrecBy applied w 1D0-0oo bracing. WEDGE Left:2x4 SP No.3 REACTIONS. "life) 2=88M1tt11anica1,3=40.R.lechanica1,1=108/0-]O Max Hort 1=29(LC 12) Mex Uplift 2=-22(LC 12),1—HI-C 12) Melt Gree 2=88(LC 1),3=48(LC 3),1=1081LC 1) FORCES. (Ib)-Max.GompAilax.Ten.-All fours 250(m)a leas except w11at shown. NOTES 1)WIM:ASCE 7-10;VUIt=130m(A(3-second gust)Vasd=101mm;TCDL .0neC BCDl--S0psi;r 25f;S- 5f1;L-2dfl;eav"ft;Gat. II;Exp B;End..GCpl=0.18;MFRS mmotionM)eol C-C Come(3).;C-C for members and fours 8 MW FRS for reactive sllovm;1-um0er DOlat W pate grip D0IL1R0 2)TMs trues has been designed for a 10.0 net bofbm chant live bed nonconarrent Mtn arty omen INe loads. 3)-Tris imss bas been designed for a live load of 20.OPsf on me Dopar chord In all areas where a reonoWle 3-6-0 fell by 2-0-0 Wde will fit between me before cMrd and arty other members. 4)Rehr to girder(e tw truss 10 bursa comeNfons. 5)Provide meclemiral connecfon(by ousels)of truss to bearing plate capMe of wBDstan,11W 10010 uplif at joint(s)2,1. DNAfN4Na bwineonyurvfeoo xaFJOIpo oo0en h oo W YooeM.TExaIlm o o,orO Ib)ITJ m./6WWHeno EY9E �rwetlduee ee,m xalHncwnwcMrt Ra Eef, 611 cnlYhPofcP,+uouran Suwm.alloram MAtddgpcwn{rorenl.ml niu[/A ni.BeMe�w.Iredbptlelfnr in,tl IcnN nn giacailNoldmbr�arelenaW PgremYYmpuob Xt[ l LIMpdOpi. eaigfYY.OMtlmroryevOnr lace1reo11aMMtlmtmweO m]MClwdmd iaYr.�✓-M'1emMWaa/Pa�a��alamYg MiTek' Y WIgsla4Aed MSMNad bpetenicW�xSm MaaPeimlxS Yjry WJ aCperSYa�mop fw6araaakJvice iaWJq Ts kdbNbl tla[pe.ddxery,9leclknaE MacaR of lnmesaWlua s/Lerria reaVlWIR1 OYW1'aaxC.0YKm0 kLY SIWpCarrpmnl nura,FL EmIBW. fyrlykRmpXm oM�'e Ywn 106 RNsbtlMOe.fle N lee Aee1.9xIB a12.AwYRwe1 VRR2]I<. iuryL FL]3510 JOD Tmm Tmm Typs Pty 020IX a ll833TOA JOT JACK-OPEN ] 1 .Yn iY MIT.K InNimell BlYIdIB Component supply, JeclaOmi e,P 32256 0.410 fr Ael 4VJkUU20oygiU ITek5?ffaa, kg4PtlJNFiftL:1T:3320f] Pagsl ID:ummROEHfic2)4VJKUUIYnoyeiUNWi➢59Wa4DFAwxg4PpOONFI85LwLksypBCFVzwUVtl 2-0.0 269 Stele=1:Me 2 6.60 12 1 � Ll 32 9f 3x5 II 3 280 280 Plate Onaga lXY1- I1D2-80O71 LOADING gong SPACING 280 C61. DEFL In Qac) VOeX Lb PATES GRIP TCLL 200 Plate Sell,DOL 1.25 TO 0.01 Vest(u) 8.00 6 >999 240 L4T20 2"190 TOOL 10.0 Limber DOL 1.25 BC 0.01 VW(FL) om 6 >999 130 BOLL 0.0 ' Rep Stress Ina YES WB 0.00 Hord(1L) 0.00 1 We nVA BCDL 10.0 Code FBC2014 PI200] Metrix-MS Weight7It, FT=20% LUMBER- BRACMG TOP CHORD 2x4SPNo.2 TOP CHORD SbudOrN wood sheathing drecby spplisd or 20 do Whim. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid calling drecdy epplledor 10 a0 sic bossing. WEDGE Wt.2x4 SP No.3 REACTIONS. Qbsslxe) 2=5amlemenicei 3a30/MeMenicel,l�ON-Se Mex Horz 1=2e(LC 12) Mex UpIM 2=-20(LC 12),3=-1(LC 12) Msx Geav 2=50(LC 1),3=36(LC3),1=011(LC 1) FORCES. Ob)-Mex.Camp.RAex.Ten.-All forces 250(lb)or Nss except wben shown. NOTES- 1) OTES1)Wind:ASCE 7-10 VUIkMmph(3-seand gust)Va4=101mph;RAL=5.0psF BCDL_5Dpsf;D=25X;B=45X;L-24X;gave=-4t;Cat. II;Exp B;En L,GCpi9.18;MFRS(dieediaWl)end C-C E#edor(2)zale;0-C fa members and forces 8 MW FRS Ior moonom This WmbsrDOLcmig plategrip DOL=1 BO 2)TDie Wes Des been designedd f a live psi bonom OM19nd live load ooncon d!in el x11M1 sny erer live bade. 3)'TDu bene has been designed fora Ia load other meml,si on tl1e bobam daM in ell areae wM1em a reciellgle 3 60 tall Dy2-DO wqe xip XI between IM1e bottom to Im and airy Monmembers. 4)Rda IO gleder(s) l Imss to sn(b oohs)0n. 5)ProNtle mecM1aniwl comecoon(by obwea)d Was to baedlg plate repede of wXDaiandllg 1061D OMIX al Idnl(s)2,& Q WIRXWOVnex4xYan 'ss— Neiaa p111M M'a NGLUDED MIEx XEFEN4NCE P.1aE.",o—IP0Ye N.6 FOREaaE. i gW9n iF]M use oNY`�llD l4lIHa+Jcwxmdc¢.Rh cbq�k DxedaYY Wan ppanele¢Naen.aM klu a,YYJWMX WtlXp cvn,µnent ml uD,as iyJem.�lua u®medld,pm m�N vapN Ill,4FYlc2aN oltlalP�p'emrelmmOm 0.reM h'dNn�R IMtleWn Flo IMovatll lUn6�96n B'MdMc419CCIn wavenlpM]liq of YxAYFAY]i�web and/n clwtlmemh+ wYY. MtllbM lemwxayma4 marenl Mtw[R MiTek k Wori�Wietl M ItLMaIM eo�We.dSwkdNw','av cbnnoon¢M.,.,Y4ml q1. M RmvMm'lwMI esson,na9we. .poll' �dM euCmceM.waC-PoMee el 680<1'aMe Evsi eNd NMy tlmmXan avMMe Yen Ivflole YulMile.fle N.lee Seeel.SWIe JIR NexaMYa Vh Y1Jld. irya.EL 33a�0 JOb Tmsc T.Typs aY Ply T1B2W 0n 11MTOA JOB JACK-0PEN 11 7 1 Job 16 MiTae Borer BWNilp Component Slxhpfy, Jeckawwilb,Fl32258 8.0106Apr 202016MRekIndustries.8Inc. Wed Jen1100:12e ?ErTx] Pagel ID:u1cmR0EHY2j6VJkUUiYrwyOiUN_rPIKnROI36omUwEowWewJWtBwb_]BTMBrtY2wUYc 60-0 640 Stele=138.] 2 B.O 12 8 n LLI r 1 3 3b II 840 e4o Pore ofmle an- nuz-Boon LOADING(pso SPACING 240 C&. DEFL. In (W) Udetl W PUTEb amp TCLL 20.0 FUZ Grlp DOL 125 TC 0.51 Vertga) 0.07 SB x851 240 Mr20 241080 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vsn(TL) -0.17 3-0 x408 100 BCIL 0.0Rep Stress Incr YES WB 0.00 RarFTL) O.03 1 nra are BCDL 10.0 Coda FBC2014 PI2007 Mamx-IAS Weight:20 lb FT=20% LUMBER. BRACING TOP CHORD 2WSP14o.2 TOPCHORD Structural xwdallealMnB drectly epplled or M4)ad pWlns. BOT CHORD 20 SP No.2 BOTCHORD Rigid celllrg Erectly all or 1040 oc baring. WEDGE Oft:2W SP No.3 REACTIONS. (Ib91is) 2=15]MleclhaNCN,3�GTdechanlW.1231LYF5d Mex Hort 1=86(LC 12) Mex UPIR 2=412(LC 12),1=-RLC 12) Mex Geee 2=15](LC I),3=111(LC3),1=238(LC t) POMES. (Ib)-Mex Comp.Mict.Ten.-AB forces 250(11b)or less except wren shown. NOTES 1)Wird:ASCE]-10;VU11=130mph(3secMI gum)Vaad=101 mph;TCDId.OpsF BCD".OM(,,82511;B=45th,L=2411;eav ft;Cat. Ii;Exp B;Encl.,GCpi=0.10;MFRS(direcibneg and C G ExledoR2)060 to 30-0,IMedodl)3UO to 5-11-4 2one;C-C for members and tortes 8 MFRS far re 0.shown;-umbar DOL-1.W plot.ghp DOL=1 Bo 2)T1lis truss has been designed lora 10,0 pet MUM chord Ilve two honconcunerd With any other live loads. 3)'This truss has been designed fora live load of 20.0I1sf on the Whom d rd In all areas where a rectangle 3-6 0 fell by 2,0-0 suits Wit fit between the Whom chord and any other members. 4)Refer to girder(s)for truss to Buss connections. 5)PmAda mechanical connecllon(by oMm)of buss to bearing Mate capable of w0hstarMlrg 10010 uplift at Jdht(s)2,1. Q WgMW1a'wwly4wlenpvam I--.a.OXOTEB PV 11XagNOWCLWEe eMaX aEF .cEPdOFIRTITl m.laddoaait.USe. neWJhWalu uce oNV Wm WIW&um,rclw.cl.-ar, Lvae]aYYUf^IilbalnelertcMrvm.aM kleimMllNWa b.XtlXq uxnrblrn rwl I m6Mlem Perna. . dYApdeL l T.vena nw gYb�alh.1 -'Me ew' Pho nc eve¢9I meq aa:pn. aw,e yhacabdaro Pevanl Lucdlrre01xw1vFW mmwm awn rvwlamelme rvv.reawmn mml>«ma,aPea�ne�nl�.e,e MITek tRwap lepYed ml sidlr—d"p Je kMe h+bh%lle Pwea✓x llwry and Paper,cum . Fa ge Wo—e le8adq me 11k aWoaa.don,neclM and Nof mhmiVq MR Menti.wGNKnP1 I OUIIy CMMW.ass. eQI sural npanml nO Peire BMi siies,mr,inaillain rn cfii torn Mab MtlWe.218 N.lee STaef.alfa 312.NeM VA=314. ., FL 3%1e Job T. Tnna Type wPIY T102003iB 11831 ill JACK-OPEN 2 1 Job R6 Whit BuildilB Compolwnl8upply, Jeckeorrville,Fl32269 0,010%Apr20208rUN- rklMRI-Or,Im. Wed JanHOrial, ?201TPege1 ID:ucmROEH&2{IVJkUUITmyeiUN-_rT]IKnTLOpewnUwEomvwP3rBllo_iBTlelo¢xUYc 295 2-43 Sub=1:10.7 2 4.24 12 1 h4 li 3 tale 'I 059 W-1 43 O3B 21,11 Piet OIIseM(XV)— 11'0310.0.5-0I LOADING(pN) Ill 2-D4 C81. DER. In (loc) Utlell W PUTE5 GRIP TCLL 20.0 Poele GIb DOL 1.25 TC 0.00 V. (a) -aw S .9911 240 MT20 26,1190 TCDL 10.0 Limbar DOL 1.25 SC 0.09 lwri-) -0.00 " 0999 1110 BCLL 0.0 ' Rep Game In. YES WB 0.00 Horz(R) -0.W 2 We Na BCDL 10.0 Code FBQKR1 PI2007 MMlbr-MS Weight:1011, 17=20% LUMBER- BR bCNlG TOP CHORD 2o1SPNo.2 TOPCHORD SIacMM wood sheaMIN directly applied,or 2-9-3 to pu0lne. BOT CHORD 2W SP No.2 BOT CHORD Rgo ceigng directly applied or l 0-00x armllg. WEDGE Lem:2W SP No.3 REACTIONS. (Itysize) 2S5A1echatlral,3=2&eAechanlcel,l=132/04-15 Mex Hom 146(L0 12) M UpIM 2—24(LC 12),3=-16(LC 12),1—38(LC 12) Mex Gley 2=%(LC 1),3=311(LC 3),1=132(LC i) FORCES. (Ib)-M.Comp"tic Ten.-All forces 250(lb)or Mss except when shoran. NOTES 1)Wind:ASCE 7-10:VW=1Staniar(3-second guo)VaM=101mph;TCDL=5.0psC BCDL=S.Opsf;1,2511:B=t5fl;1-24tt;ea ft;Cat. II;E p B:E-L.GCp1�.16;MWFRS oneclional)and C-C Comer(3)zone;cenWavar ott egmead;porn left and right egroeed;C-C for an.bem and!tortes&MFRS for...shown;LMnber DOlr1.60 plate grip DOL-160 2)This truss hes been designed for a 100 net bottom oord INe load rroncomunent atm any other live loans. 3)-The Imes has been designedfor a IIVe load of 20.Opo on me bottom itlad in of fewer where a rectangle 36-0 tall by 2-0 woe lain fit between Me bott.n chord and any other members. 4)Refer to girder(s)for inner to muss confl000ns. 5)Provide rn c llcal wnt ertien(by others)of Were to bearing plate capable al MMIing IW 11,With at pim(el2,3,1. "o"an a Vxey.1.",ed. KnEda XOFE90.Y1MINe WLLUOEa MTER eERPRNCEVP6Est ]OAm.IMU20r5eEFOPEUEE. �we\]!«uce MY IHtec«xwcM¢.Rk Cetl(F,k Wietl«YYulwn p�wnelers Yawn.aM alwmYMWAd tultlYgcan«+rant rot aM1wude0, eeMe UR X¢dY'pGebelmWYe1N1M tp9caMmof¢HnolpamRrwJrycpnYhc«Wrola tln mrd mea 1 uwq deapn. maalo laraaakro pevml.cVIre UIIgYM�d n�web«lGl«.l«G mem6ers«N nGex«l.emp«w«.a P«m«wrna�vv k.wgaleal�MaMimmdbga¢enlcdlUqe V.mb.�1a L«WWIF4Y YpclaalYd>MVe.f«09ee1tl 9larceleW4rq Me BW Peib EM Bltl. {Y kVMnflaoae.hJra'y«ecicn Y.¢IgMM1um«MmR3Melm,saeAKLl1MI4kNr CM1eM.Deldl aM ae9 MfgCMg011we Te1ry0.FL 9A10 lyyye/pmkYkn Wt1t1Ae M1«n lnm RaR lalMe,Rla N.lee SM1w1.911e 31 R.NekaWty VAZ131A Job Trus Tram TypePIY 02W3TB 118311,12 JACK-OPEN 6 1 _ Jab Refereue(odM1onell BNdirN Componed Supply, Jecksomille.FI 32265 - H ,2,4V Apr 0 UUiYn20fa.TlhW ylua&yaPW3Wed Join TbTFY112:40201TPope l ID:ucmROEHSc214VJKUViYrwy0iUNT1M1WWgo5Gy2PwGTOVSBTrIETFYOFEeOTNKNxwUTb 2-60 Step.1:10.9 2 8.00 F12 1 4 � 3 36 11 030 200 LL3L 94 Plate Offsets(K,V)-- 102-500-7I LOADING (ps) SPACING- 200 CSI. DEPL. in Qw) Adefl IM PLATES GRIP TCUL 20.0 Me*Grip DOL 1.25 TC 0.04 Vmftu_) -0.00 S . 240 L1120 24V190 TCDL 10.0 Lunber DOL 1.25 BC 0.05 Voil -0.00 S X999 1131, BCLL 0.0Rep Stress lots YES WB 0.00 Hou(TL) -0.00 2 We rets BCDL 10.0 Code FBG20147PI200) Math-MS Welglrt 7t FT=20% LUMBER- BRACRIG- TOP CHORD &4 SP No.2 TOPCHORD Shuclural wood shearring dreply applied or 200 oc series. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid calling dredly applel or 100-0 W blachN. WEDGE Isih 2x4 SP No.3 REACTIONS. iftha ) 2=SOMachanIoW,3d(VlWhhnical,l=SON3-8 Max Horz 1=29(LC 12) Max Uplift 2=-24(LC 12),ti-15(LG 12),1=-17(LC 12) Max Gmv 2=50(LC 1),3=35(LC 3),1dJ01LC i) FORCES. Qb)-Max.ComPR4sx.Ton.-All forces 250(Ib)orlem essipt Whenshown. NOTES 1)Wiryl:ASCE T-16,VUIk130mph(3 smmd gust)Vmd=101mph;TCDL .OW;BCOLS.Opsf:Ir25t;B=Sft;L-2411;eave=41;Cet. IS Ely B;E.L.GCpi=0.19;MFRS(diredimwl)aryl C-C ENerioft?)zona;cantlleverlefl exposed;porde IeR and d9M exposN;C-C for members and forces B MFRS for reamiOe movan;Lumber DOL=1.a0 plate grip DOL-1.W 2)This truss has been designed for a 10.0 psf bottom drool live land noncawurnent Win any other Wo dads. 3)-This trios has been Eesograd for s live load of 20.0psi On the notion dhoM In all dram whers s rectangle 3X5_0 tall by 2-0-0 wide will At between the bofom mord and any other members. 4)Refer to proms)for truss to shoe wnrredions. 5)Pmvids machanicat wnnedion(by others)of th to to mining plate capable ol wthdarding 100 to Wool at ldnt(s)2.3.1. �WIANW6 Wn Eatlpn I.—swesed NOIR Ca ...o.,.a.smaosFEaENCE I<aE M.P)0Am'.1POYN1E9EFONE VEE arson uvaUra usa oNY`w11n Mllal.W cwnarhm.Rh tleYprh4taretl WY uIxhpE_,re YH+wn.odtlmmMMCuvI.,00 cmiWl,enl rot Marroem.mlweuW.hMhMp�tlalr mW ueIINIM 4GIc2LNolGmbh W,nnlrnadp�R4YElwOrab XY[[bl(Mlnbllw oaeKl �M iTeTek G,Jp tlatlpn I+«rotdaaredNlo OmmhlhFtlreoh.eM'ISaY Taweb Oq/r lKKdmra�Ib MY P4d,dhnl lempxayaq Pamvwlhhr¢1p Mire k' YWVRra dwo MaMtlN._.ond ccM�Mlnp^QIe OBIwvIk4EYaJpWmside,0e. . 9erleN9Jtivicere9Wcx'VM hoot Pe,lu EM&.tl. Age,wh rsoon oyalaank, recto agdacxC.1 aside,asMerrlc mMXftMI VA=3Ca1wb.OLd9arOCL LYMgCmlWnxe SdMY IrYmlhmM avddMe6om Ta nNe1WL0e.R18 N.few arm,9Ile]12 Ne�uMki VRRRdl4. Telrye,FL 3%f0 Job Trues These Type Ply 0200 60 1183810A JI6 JACK-OPEN 11 1 JcW16 aerxe eOnel BUMIng Componaa Supply, JeckeomilN,F132256 B.O,I0 a As kUUhY202018MiTeklgc5Cs4Inc. Was Jan 11U8;12:4020f] Page f ID:acmROEHBc2l4VJkUUYnoy6IUN-T1hWWgw56rytPw3]oVS6TrTUGFSdOFE801gjKNEwelY0 61--0 baa sale-1211 2 6.00 12 6 Y ry ] A 1 Sea 11 3 3D &OU 3 SBO Pa OX MY}- 11'0-280011 _ LOADING(pall 6pACING- 2-0.0 061. BEFL N (los) Waft LA! PUTE6 GRIP TCLL 20.0 Rete Gdp DOL 1.25 TO 051 Ved(LL) 0.16 % >Mt 240 M]20 241/190 TCDL 10.0 Wmber DOL 125 BC 0.44 WsgTL) -0.i1 % >406 100 ,CLL 0.0 ' Rep _Ince YES WB 0.00 Hcr fTL) 0.03 1 Na h e ,CDL 10.0 Cale FBC2014?PNKO` McWx-MS Weig,[201D PT LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 TOPCHORD Structural L4oW sheaXYlp directly appdel or(l ors"Im. BOT CHORD 2x4SPN0.2 BOTCHORD 9,1d catling directly eWIW or 10-00 so belong. WEDGE Left;2x4 SP No.3 REACTIONS. "in) 2=1510flBchenical,a=BaMaclanlcal,1=23&0-38 Max Hort 1=66(1-0 12) Max Uplift 2=-11(LC 12),140(1-012).1=80(1-012) Max G.2=151(LC 1),3=111(10 3),1=MgG 1) FORCES. (Ib)-Max.Comp.IMax.Ten.-Allfomes250gb)orlesaexcepi Wbenshow NOTES- 1)WIM:ASCE 1-10;Vuft=130mph(3-second gust)VaW=101mph;TCDI3.Opel;BCDL=5.0psf;R25ft;Bd5ft;1=24ft;eerel Cat. X;Ex,B;Encl.,GCp1=0.18;MFRS(direGionel)aM C-C E darlor(2)60-010 300,Intedor(1)340 to&114 tone;cantllever left aspse a l;port,Telt and dgM eaposed;C-C for members and forces 8 MFRS for reactlom afeovxr,Lumber DOL1.60 plate grip DOL=1.80 2)This leads fees been designed for a 10.0 psf botlom Gard live Toed rwnconcunent x11,airy other we oats. 3)-This hues hers been designed for a Ilse load Of 200psf on the bouan shad In all areas there a rectangle 36-0tall by2-0-0aide well I t belxeen the hot.shod aM anyolher members. 4)Refer to girder(s)for imas to trues axnlectlona. 5)PmAde,mechanical connection(by others)of truss to bearing plata capable of xftl'etaMing 10010 taift at pants)2,3,1. QWIIiYM6-VWryLupnparmwrwxMflEIa MOTE9Wl TX5iXO PCLVOEO IMIEx flN9lIN3 PIOEW1EAm.IB4YlOr6BEFOXE U4E. Y� �rWplwute mly are, A®cwxwchn.RFtlNa�klrseUwYYiya�pxanalaaOvrn.mUklwmYeAW1J WkMp cwawwnl.rvl -•—rM- hxiaMlan.Balae m.11ndYdrYldBW/iermul valN lla 4T mMoltlW' �WmielaiadP lYkV'w- Mrab R8tl0r�IMO X¢ova8 MN�br aacn,tgCN.b prevemhcY6poftMMtl mmwMaWla GpMmenVu.«ilY.aWbVt Wmpaay T]pdmawnidofp Mire k' eawm.reWred rorocxYaaroPra�mwxlaRe Wlmaaaueperaaa txrvawe Rwalvdarmw voreerWra Pxn�Ua WearmDE» lRNdbtflu{y.JaverY.aecMdq M0.'YO OIMaaaWlnnay[larn lBNlWMI0gklY drtl4rM.OMdfatl YR WipCaTdxM sew 11 F. EWBM. 3pMYlnlamdlon TVW>fehdn l�Rrne hM0a 21a N.IBBSM1M.aEle 312 NsmMh VAZZ113314 isirye,FL a%la 7Job Tllas T.Typs I PIY 0200381 11B96TOA J22 FIAT 1 1 Job RNsrsrce Bdg Component Slggq, Jecksdwllle,Fl32258 Ib.ImmBOIOSA2020uMw c dJe1108:124120f7 Page PEH8 )4VJkUUYnoySiUN-mFujONV4qaILNghLTUIM1COcxUe 2-0.0 260 1 U4 2 Scale 1113.1 43 Bos II 2Do 200 IAADING�sR SPACING- 2-0-0 C61. DEFL In (lac) Wall W P"m GRIP TILL 20.0 X.Grip DOL 1.25 TO O.d3 Ved(LL) -0.00 N >99B 240 MT20 24M190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Ved(IL) -0.01 34 >999 180 BOLL 0.0 ' Rep Sirens Fier YES WB 0.00 Horz(TL) 0.00 We We BCDL 10.0 Code FBC2014 120(7 McMx-MS Weight 8I FT=2096 LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOPCHORD StrucWrel wood sheathing directly applied or 2-0 purlins, BOT CHORD 2x4 SP No.2 except end estrous.WEBS 2x4SPN0.3 BOT CHORD Rigid ceiling directly applied or 100-0 m reusing. REACTIONS. (Olsize) 4-]4/0-53,3=741MecharvcN Mex Uplift 4=40(LO 12),3=41(LC 12) FORCES. gb)-Max.Comp/Mex Ten.-Allfomes250(lb)orkase Wtx wshown. NOTES 1)Wind ASCE 7-10;VUIL-130mph(3-second gust)Vasd=101mph;TCDL .Opsb BCDl-SDpd;h=2511;13=151q L-24g;all Cat. II;Exp B;End,GCpl=0.18;MFRS(directional)and C-C Exlellor(2)zore;DC for members and lora3e A MW FRS for readlons shown;Lumber DOL-1.60 plate grip DOL=1.60 2)Protide adequate drainage to prevent water pending. 3)The hues hes been designed lora 10.0 Pat bo8om char live Masi nonconculrel8 with any other Ire loads. 4)-TMs rause has been designed for a Ilea load of 20.Op f an the Eoltom chord In all areas Mew a rectangle 3E-0 tell by 2-0-0w1de Wil at batvsen the bottom chord and a1ry other members. 5)Refer to girders)for truss to Rase connectbns. 6)ProWde mechanical connedlon(by others)of than to rearing plate caused of withstanding 1M In upllll at Idnt(s)4,3. QWI -Vai Xx~pveowba—PFIp NaTEa..a...OFO.esesa.H 'imse ]I]f nu.m9YNI5 ser-re✓a E. �� Ilamx ld—MY WIh INlekdcWfec4.Rd tla� or"'n Pnmden'—'mtlfila ai hA'NJM lurWycom[uxvM1 rot In Wooni Balae im.Me MBagdaWrw�mW wAHIM 4GkattlNol Ce4��Pm�alenad pryalYhxvpaae MM�Wn nto Ruove�d Wdxldea�el 6acN0YJcaleOtblrevena WCdMo/[uRtAa9 Mmweb aq/M YlwtlmemhaiwYY AtlUlbd..''andr—menlbor, MiTek' adxO/tnB4Bed MalddlNaq b%eYenI LLMC wIIh1 Pm�W 14eyaW pcFedYtNn�e. Fa P'ad 9�MbCe�apmdYp ee plxxWkn aM[Na.tl Y.decMaMMacIg 011NuesaM MmMlant KBANWMIOWIN Cd.e,meea mgeC915dN'W Canpw�wa oa.1.6.FL Oktl. }denyYMnb'v.�a/daestom Ai®Pale IMAOa R19 N.1ae a60e1.911e a1R.Nsrudlh VARRd11. Ira,FL 3ae10 Job Trade Truce Type Oty ply 0200362 11096T0A T0t HALF HIP GIRDER 3 1 Job Ralasrce(optional) BdkiRJ Com'taria Supply, Jecke0milk.H 32256 - ...... ,202018 MITek IMlnNea,Irc. Weft Jen 1106:12822111] Pagel ID:Man H& j4VJWUIYm SiUN-Pope qLa MDDVVWUCYGY6 ?I AlSi ggOG WZ 260 660 260 4.60 Sol 1'.12.6 all 41= NAILED B B.CO 12 ( 4 1 A F-F m 4 634 II RYLED SpWul 36 II 200 600 200 aces Pa Ousel (XYI I 'G2 204]1 LOADING(psi) SPAT-, 2430 CSI. DEFL in (roc) INe6 UST.,right. ATES GRIP TCLL 20.0 Plele Gl�i DOL 1.25 TC 0.31 Vat(LL) -0.12 b5 >580 240A 241/190 TCDL 10.0 U.,DOL 1.25 BC 0.91 Ven(1L) -0.30 4-5 >2M 160 BOLL 0.0 ' Rep St.mor NO WB G01 Hm2(TL) 0.17 3 We Me BCOL 10.00 Code FBC201MTPI2007 MatnY MS 211b LUMBER TOP CHORD 2x4SPNo.2 TOP CHORD S1ruoWrel Wood dleaNng drecllyapplled orfs 0W pubme. BOT CHORD 2f 14 SP No.2 BOTCHORD Rigid willrg drearily applied or 9-10-2 mo posting, WEBS 34 SP No.3 WEDGE Left 2x4 SP No.3 REACTIONS. pbr§Ize) 3=11BrMochanlral,4=1350Aedlettl zl,i=255/o5e Max Harz 1=29(LC 8) Max Uplift 3=55(-C 4),4=6(LC 5),1- 2(LO 8) Max Gmv 3=116(LC 1),6=143(LC 3).1=255(LC 1) FORCES. (tb)-Mex.Comp.I Ten.-AIIfomes250(lb).,tedeexcept.hen,Mort. NOTES- 1) OTES1)Unbalanced of N.Inetle hese been oondderea la this design. 2)Wind ASCE 7-10;Vd1=130mph(&secmM gust)Videl01 mph;TCD" ,,sf;BCD-5.O1t h=25X;B_ASI L ftft;eavadR,Cal. II;Exp B;End.,GCIP Dl 81 MFRS(dredlond);Lumber DOL-1.60 plate gnp DOL=1 60 3)Protide adequate drainage to prevent water polling. 4)This truce hes been tlesigned tw B 106 psf boftom CMN lMB bed noncan amrent with any other IMe Ideas. 5)'T o truss has been designed for a Iive load of 20.0pid on the bottom dgrd in all areas others a recleWle3 -O tNl by 2-0-0 ends Will fit beressm the bottom chard and any other members. 6)Refer to platens)for train to trade comredlons. 7)Pmvlde mec ranicel cont action(by affairs)of truss to bearing plate caped¢of vAMtaMing 1001b uplift at jdnt(s)3,4,1. 8)'NAILED'Indicates 3904(0.146'x3')or 3120(0.148'x3.25')totenals.For more details refer to MITsk'9 ST-TOENAIL Oeall. 9)Hangouts)or other ental duetted)shag be pmvlded subident to support concentrated fora(s)74 to down all M Ib up at 2-0-0 an top claim,end 27 In down and 11 to up a 2-2-2 on Wom dlaa. The deslgn5dec0on of such oonnedbn aevico(s)Is the responsibility of others. 10)In the LOAD CASE(S)sectlon,loads applied to the lace of the truss ars noted as VOM(F)or beck(B). LOAD CME(S) Standard 1)Deed+Roof Live(beanced):Lumber morease=1.25,Plate Increase=l 25 Unifo0n Loads(pal) Ven:1-2=80,2360,"-20 Cnrlcemated Loads pb) Vat:5=23(F)1310(F) AWeaXW. VWIIyOWBnpVem�nwwtlNGaX.TFe PV 1XIa RNa MCLV.E.M'IEe aEFENRNCE Pd.EYF]IJJnv.106YN I56EF.aE USE �Di Wtlla va aYywlb Mlak4�axmeclws.R6Ootl{lnkwirxlarYYrWn Wwnenen Yumn.aur ana,m YpIWAN IUMM,mw�,adt rot ninsyblern.Wawa aa,ata bHk3rgaMlm mwl vol Olheq.MkcNh ol.s9gr paamiaswd P�aYYkwPwok XY[WbT hb Ilw m'eM HJdlgtleLLaT aMIgli Scalw]M11a peWM WCLYp IYM?Xbl�vrebatlhx cYwrOmANerswYY.MtlIIMUI IaTNaYab pemwnnl MaNrb b Uwrnrs�egYed b,laillYaMbpevslcdlape MTP>akW Gavr✓J LVrvadpWglYdamVa iw gerwrd ppaica re.oW hap NakolMi.ilaoY..dNarwerwkn Rqb AUdI a,tlhW SMm2feeANWIRI GUWh CaMq.GMd9 aq kCN M4egCenVWWM eW11u46eIBMtl. ]yely yyprripy.n w1Y18 M1dnlnm WIe YCIIMa.218 N.1ea5hee1.91b]IR.NeiuvlM VPY1314. Tenq.FL 99610 Job Trues T.Type Of, Ply _ TIOWN83 118WOA T02 HALF HIP 3 1 JOU RWrca l0Uonall Building pommel Supply. Jed0. 1..1132258 B.OtOSApr 202016 MITek lntlueale8.lm. Wed Jen 1100:12:422017 Pege1 ID:ummROEH6c2l4VJkUViYroAUN-POpG MqL CMDDNWA1cYGYx33.M0_SiFegOO WZ 00 200 00O 660 405= 2 3 0.00 12 3 I IT Li 4 t 6 4 2x4 II ass II 400 6P0 60 206 Plate OB an- 1102- ,00 71 LOADING(pen SPACING- 200 LM. DEFL in (lac) g0e8 LM PLATES GRIP L= 20.0 %&e Gnp DOL 125 TC 0.32 Verl 0.12 5-0 >595 210 MT20 24G190 TGDL 10.0 Lumber OOLBC 0.80 Ved(IL) -0.25 5-0 >282 1S0 BCLL 0.0 ' Rep Stress Irsr YES WB 0.05 Ho (TL) 0.14 3 Ne Na BCDL 10.0 GOUe FBC2otIRP1200] Matin Wall. 2311, Fr=20% LUMBER- BRAC1i TOP CHORD 2x4SPNO2 TOP CHORD Structural Wood sheathing tiredly applied or 6-0 oc purlins. BUT CHORD 2k4SPNO2 BOT CHORD Rigid calling directly applied Or In"ec brednp. WEBS 2x4 SP No.3 WEDGE Le0:2x4 SP No.3 REACTIONS. plesim) 3=58I1dechanlcal,4=1701Aechanlca1,12360.5-8 Mar Hou 1=581-G 12) Mar Uplift 3_-27(LC 8),1=21(1-C 12),1_13(!-C 12) FORCES (Ib)-Mar.Comp.Mlak Ten.-Ak forces 250(to)We. amen ehovm. NOTES 1)Untmanced root live leads have been considered for tl1M design. 2)Wlntk ASCE 7-1 D;Val 3m,h(3secuntl gust)Vastl=101mph;TCDL3.0w,,BCDL=5.epsi;h=2SS;BAN:12411;eave>fl;Gal. ll;ERr B;Encl..GCp".18;MWFRS(firearms)and 0 Etd ays(2)0-0-0 to 30-0,Im emit)300 to 4O ,Esu rior(2)4-0-0 to 5-11-4 Mael C for members.M forces&MFRS for reacfians mown;Wmbm D01=160 plate gdp DOL=1 OO 3)Provide adequate drama..to prevent Www,pending. 4)Tills truss hes,been tl.igrled for a 10.0 Fai bot om cram Hee lead rwnconcument v4N any Other live loads. 5)'ThIs truss fres been designed far a five load of 20.0psf on me beflwn oMtd In all..vRrere a nedargte 3S tag by 20-0 Wla WWI 0l beiwaen Ile,bonen chOW and!any,Other members. 6)Rotor to girder(s)for W.to truss connections. 7)Provide mechanical connedlon(by one s)of Imes to baaMg plate capable of MinuanOi g 10311,uplift at)olntls)3.4,1. Y WI RXWa-VMry4 ngrmmNmWflERONeiES gI FXIS.Wa WLWOEe IMENREFEMNCE FRGE,',1—I rv.IWWM uW11- �+a'wrom�� vwnm Mnelm�r�loir.maa�awea�+r woow�mrsa.wo.�dlnoi...mdNawl nwdl��r.»we.ml IlryNWe 0alw .Ire'ned I.em. lMaFWcRllnolooncl Mranxlenou]w.1.lV hcalw asncseSaed Me oVad pWrede9gr.BaGgOWkgled klo gevenl dkNh]d YNMdb ayswebax'1/orcMdma„M,WV.OtldlarM kmW Ymd[»nmrsnibr Jrp 'M k- kalwgara{IkalW saoulrymdroweram�al�.X wxn mwEaepaXore kWry and wwWdvd>nmR. wr6eRarXlexw�a rXeQaw ma woo v.m E.0 ere. r�kaMn Nwapa.EM noel(nm]M¢Ug mdlnmaWlM�i"eGN9pIN1 RWWly CAwIo.OHdS m]ICY BURJnpCprlWn•nl Tenq.FL aNnO ypMy NamaXm avyRieM1wn IrW R.r'le Nslllulo.218fle N N.lee Srcei.S1R J12 NBXWLM VARR914. �Jsb Tnae Tmss Type Oly Ply T1020IXb4 11838TOA TCO ROOF SPECIAL GIRDER 1 1 Job Reiwerce lO 9oMt) Building CanpomM SLpp1y, Jeck»mllle,F132258 8.olos Ap202018 MLTek IMusMea,Im. Web Jen 110B.12M 201] Pegel ID:ummROEH&2jdVJkUU,Ymy01UN-LowOM2kAw3Pu%IAut LW<a11GiNaMIGMLIewTezwUYX 61 :2 10-11-0 14110 1611-0 6ao Od L0 60-0 200 sole=129.5 NULLED wo% NAILED NAILED NAILED s s II 2 13 14 3 BM 12 d 6 w A f �^ 15 16 a 17 is a ] 19 M NAILED NAILED 2W 11 NAILED NNLFD 4x10= 28=NMLED NAILED 8 lffi II NAILED NAILED 600 10-11-0 1411-0 1611-0 600 4:11-0 duo 20o PMR O6ae (xn- 11'02- 2D0- 11zoJ-B 0-z-01 LOADING(pal) SPACING{- 2-PO CSI. DEFL In (Nc) We8 ted PLATES GRIP TCLL 20.0 Plate Gdp DOL 125 TC 0.95 Vert(LL) -0.W 88 o990 240 ML20 2H/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 VaMCF-) -0.26 08 0778 TSO BCLL 0.0 ' Rep Stress Inv NO WB 0.35 Ibrz(R) DO 8 We Na BCDL 10.0 Code FBC2014/TP12007 WMNt-WS Weigh:at lb FT 20% LUMBER- -.. _ BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structure!wood sheathing dreary applied or 2-32 no podna, ROT CHORD 2x4 SP No.2except end aftI WEBS 2x4 SP N0.3 BOT CHORD Rigid ceiling directly applied or 10 O0 cc bredng. WEDGE WR:2x4 SP No 3 REACTIONS. Holeloe) 6=1265rQ5E,1=125 5-8 Max Hou 1=43(LC 7) Mex Uplift 6=-169(LC 8),1=165(LC 8) FORCES. (6)-Mex Canp.l .Ten.-Nlfolces250(lb)orlessexcepiwbenahOW. TOP CHORD 1-2=1952279,2-3=18931259,3-0=-1906268 BOTCHORD 1-9=21511682,&9=21&1898,8A-230/1547 WEBS 2-9-0/420.38b/4d5,d{-1)502)3 NOTES- 1)Unbalanced roof his Inside have been considered for MIs design. 2)WiM:ASCE7-10;VJ1 Bumph(3s Ond gust)Vasil=lotmph;TCD".OI f;BCDt=5.Opsh,R25R;BwNh L=24R;eave=4R;Gat 11;Exp B;Erif GOp1=0.18;MFRS(directional);Wmbar DOL=1.60 plata grip DOL=1.80 3)PlovMe adequate drainage to pmvent water ponding. d)The Muss hes bean designed fare 10 o pat bohvn chord live bad nornonwitent WM any other live loads. 5)'This truss I es been designed for a live load of 20.0paf M the boRoen chord In all areas where a rectangle 36 0 hill by 2-0O Wtla WN g1 heiwean Me bohan cfhord and any other members. 6)Provide mechanical connection(byoMem)of Vass to pealing plate capable of WMstandW IM In uplift at Idn1(s)except gtdb) 8=169,1=165. 7)-NAILED'Indicates 31 Oil(0.146x3')or 312d(0.148'x3.25')tommils.For more tle1N15 refer to M1Tek's ST-TOENAIL Detail, 8)In Me LOAD CASE(S)secticn,Loads applied to the face of the truss are acted as front(F)or back(B). LOAD CASE(S) Stamdard 1)Deed a Root Lim(balanced):Lumber Increase=l 25,Plate Incleasa=1.25 Uniform Loads(pit) Vet 1-2=E0.2-3=60,34= ,4-5=-60,6 10=-20 CmoaMrated Loade(10) Ver,2=97(8)3=97S)%—&)(B)8=60(8)13=97(B)1b97(B)15=115(8)16-1 W(B)17=-60(B)18=450(8)19=-159(0) 20=115(6) Il ewer of VNl6'MlanpvamrtrrmtlAFAO NOTESMiMHINa WLLYOED II/EI[afffMNCE IAOE1ii1Am.160YMIa9io',me Sf. [x"JT vaie ld vx WyWlk Aalakbcoa'ecba.Me aoon. mmwlas 9xwnr.a'dk for MkMvI MiFXno comlvwnh,not 1✓Nryyan.V¢ge ux MdArA9B�mW VdtYRiaglMCR91ho1(Ieb�paareleNad pOGMVLcap-dale RtGati♦Y�9tolMmsm �kq Q'�43m.9IXYpkYlCateOtlope�emlCLctlgoflelxtlwlMn WOUaWaclW memlaacNY.M]Yw✓J WnpaW aGl�aarvaarid¢xp k,.lwa:nikx�e,.4ifJae<tlgeM.dfMM>aMlh'.aagttblbgneavtlendi[oWA'ggrolwlnMv�eInsaYdMaTPomNraHldwnkW lsraP fwdnpaJ®Inn WW . M NA {n ,Ft.TM1GlMs, MaHMOd ace, loWhYDeAOaAem N.",voo canW1.NulnMMe.2aK W 91mt VAL11. . 3aa10 AW T. T.Type GV Ply 710200385 11MTOA TOC ROOFSPECIAL 1 1 Job Refere161111 er tonal Building ComponaM Supply, JaclMOmilk,FI32258 3.010 6 g4VJApr202018 Lo M2wAWc,)WUI0Jen1100:1Y41dw1T Page ID:uromR0EH8c2I4VJ8UU(Yroy&UN-LoxOM2hAwBPUXMu1LWIGgCDNIKy4xUewTezwUY% bno Boo BooW B1w s zoo �ml +4aa aoo 4x+o= bale-1318 3 B.O 12 z14 3 wII me= 4 5 +z Y 1 I � e z 410= = B 3m I bno 1sna I lsno i a0 a0 Plate OBssN(X Y)- f1�Etrzal LOADING(pso SPACBLG 266 C81. DEFL In (I-) Well Lo PLATES OMP TCLL 20.0 Plate GAP DOL 1.25 TC 0.38 Ved(LL) -0.11 68 >1199 240 MT20 244/190 TCDL IDA Lumber DOL 1.25 Be 0.89 Ver(TL) -0.28 68 s719 180 BULL 0.0Rep Stress her YES WB 0.39 HordTL) DM 6 ow Ne BCDL 10.0 Code FBCN14 12(107 Wwx-MS WelgM:8216 17=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structuralw cl onealMng dlenty,applied!or 568 oc ladles, SOT CHORD neISPN0.2 except and verticals. WEBS 2x4 SP N0.3 BOT CHORD Rigid calling direvty applied or 100 0 oc breGng. WEDGE LeM:2x4 SP No.3 REACTIONS. (14(aze) 6=671A6-8,1#71/068 Max Horz 1=W(LL 12) Max Uplift 6=-79(LC 12),1—]0(LC 12) FORCES (ICI-Mex,Comp.IMax.Ton.-Ml brcss 250(lb)orlessexcept Wwn shown. TOPCHORD 1-2-982/205,25=y91/191,3m-BOBIt88 BOTCHORD 1-8-1 W/018.88-204849 WEBS 4-41-947Q,tl,"-611456.28--2581128 NOTES 1)Unbelenced roof live Ions have been considered for Me design. 2)WIN:ASCE 7-10;VUL-f 3GrW(3-seco al gust)Vast=l Otmph;TGD1�4f sS BCDl= d af;1,251t;B=G9h,1--24M;eavi Cal. II;Ev B;End,GCpi�.18;MFRS(directional)and C Erderor(2)000 to 380.IMerwr(1)36010 555.Eatetlm(2)858 to 11-58,InNdor(1)12-11 0 to 169-4 zone:0-C for members aN to.8 MFRS Ino reactions no.;Lumber DOL=1.W plate girl, DOI-160 3)Provide adequate drainage to prevent water ponding. 4)TNs nws has been deaigwal for a 10.0 psi bWloor choral live load nonconoorrant Win any o0rer live balk. 5)-This Muss has been designed fm a live toad of 20.0pef on Me bottom event In all areas where a rectangle 360 tall by 2-0-0 Wide Wit lit ,eaveen Ire boMom chord and any other Mundane, 6)Provide metllWlcal oon eoton(by others)of time to beaadng plate cepeNe of Wunstanding 100 to uplltt w lolet a)8,t. A WIRMWO--1 nW nprxrprve rW—a HOTEe ON 1NB ANO NCLUOEOMrEN REFERANLE P4ee""oNs nr.laEYNI6BEFOREUSE WM]Iw,.-e qYY a'1Yr MIekBcmSclws.R6tle'RP b eIaYY Wx+ri f^"+m,eren Y,own,aW h(w an MNUNAa WklM1q comtyrwnt ml Iwryc e�k Rahered.IlalvWlrq Uor ver mslvMh, �qiC noa ddearpaamalersoNq., lncuWrale nNOeMFie rnn oen, W`agd�r a¢Lq IM1iWMhle wevanlluLYy of YNlrMlid euSweo W/«chna memEe,SwYv. Ad91Mxr1lemf YTOnwma,nadaYp MiTek' 6tlwaMre[OIe[1 bYYIIIYaNbpeMnICW4+a MbpawLH Fawxl teeY WJgcpdydwnapa.fa UWwex Pa]W're rdladr9 f¢ ktlL'ulY+r,.slmaA.OwNerV.NecMaW b'ocMgollnh6rPdlnNMlanifeaAlINN1I GxIh ORYp.OH-N OM aCLBWrp CariWrMr4 60a Fero EW Md tMIY MameYon wJYle M1an toes LMk F6XMe.210N Lee Sheet.9lM.112 NeiadM VR9J14. Te,rya.FL]a810 JOU Truss Tout TypePly 710200386 f1835TOA TO6 HALF HIP GIRDER 1 1 JM Relxmw l0 4onell &iNirq Component Supply, JeCk60mi119,Fl92258 San a am U201e Wek Industries, Wed An 1108:12:* IDvmmR0EH82VJWUlYnW6UN-p?UPZOCEwaWMC1 JAVOnuLPoU?bhaUYW 2.oA 6.00 200 b00 Sta i 1:135 SgcM tis= "LED BA 12 2 9 S `a q i . M 1 II� � a 4 S 90l II NAJ ED Steal Sal, 11 oa-e zob 6.00 oa0 ta>4 b00 Plate Onsets lXY1- 1102-12,00-71 LOADING(pap SPACING- 200 C&. BEFL In (loo) Utleg LN PLATES GRIP TCU_ 20.0 Plate Gdp DOL 1.25 TC 0.31 Veri(LL) 0.17 98 ebb 240 MT20 249/180 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vari -0.29 48 >P48 180 PoLL 0.0 ' Hep Sass kfcr NO WB ON Ho a(TQ 0.17 3 Ne rda BCDL 10.0 Code FBC2014 1 Q007 Matrix-MS WeIpU1:21 M PT LUIIIBER- BRACING- TOPCHORD zx4SPNo.2 TOPCHORD Shutter&waaU MNngdlmcyappliMM60Oa Wdim. BOT CHORD zx4 SP No.2 BOT CHORD Rigid ce6ing 4"applied!or 100-0w Uradrp. WEBS 2x4 SP No.3 WEDGE Left:2x9 SP Ni RE0vC1GONS. (Ithaze) 3=118takabenlcel,4=132M1ecllanicali =251A3b Max Horz 1=29(LC 25) Max Uplift 3=55(LC 4),4= (LC 5),1=93(LC 8) Max Glav 3=118(LC 1),4=142(LC 3),1=251(LC 1) FORCES. (Ib)-Max.ComPAAmL Ten.-All forae5250Old orless except when shown. NOTES 1)Utbalerwed.1 It.laterite nave been wseidered for Mite design. 2)Wind:ASCE 7-10;V01=133mph(3-seaond guep Vasd=101mph;TCDL arftlf;BCDL-S.OPrf;825X;Bd ft;L-24ft;edOe=4ft;Cat. It;Exp B;Enol,GGpL0.18;MFRS(dlredlai cantilever left exposed;Wmh left and right exposed;Wmber DObT60 plate gdp DOL=1.6o 3)PmndeadNuatedrainagebprevent water WWiW. 4)This tete hoe been designed for a to.0 psi WHom chord INe load rxmwmunent w1th am'odler Ilve beds. 5)-This truss has been deslgned for a tive land of 200Ps1 on Me,oftom choM In at areas where a rears le 380 tell by 2-00Wide vnll fit between the bottom i and arty other mandator. 6)Refer to glydedid lar truss to bass wrearti0ns. 7)Provlas mechanical connedon(by others)of Was to bearing plate capable of w8bstandr,100ft,uplift at lolnt(s)3,4,1, 8)'NAILED'Mali 31Ori(0,196'XJ')or 3-12d(0.148'x3.25')toenails.For more details refer to NBTek's ST-TOENAIL Detail, 9)Harlger(te)or other annotation nence(s)shall be planned teuNclent to support concentrated loads)401,doran and 76 In up at 2-0 an top chord,eros 21 It,doom and 8 l up at 2-2-2 on bottom afford. The desigraselealon of such connection deace(s)Is me responsiblit bothers. 10)In Ne LOAD CASE(S)section,loads applied to the face Of the truss are noted as front(F)or haft,(8). LOAD CASE(S) Standard 1)Dead a Had Use,MalenceC):Lumber Increase=1.25,Plate mare rse=t25 Uniform Wads(plf, Veri:1-2=80,2-3=60,48-20 Cwcentlale0 Loads(Ib) Ved:5=-16(13)10-10(8) $ Q wAI .asooluala ..F.d dmoda e6WOO ditmeYrExaEfEMNLEP4Q ix4Am.aided 1a9EEOas Use. Wtlp�vtlN rte v¢aYYMIi Mle4bccn,ecla'c IMOe6pn ktrm�tl WY up�npaaneten Lavn�wMkM m MNtl.M tultlxpcwnrur,anL roi n®weem.e.rae uta.ma lxYkap druw�au1 vailh kit gpoaxely a drm 1:bmieir as l>ceren tPwwre nk deyx,mo ria uaal aaMdrP� Ix«+a,�meenrowe�er9l+taf+uak�.wumtewbmdmrara memlxnrc+v.neellorn remwwrelrrtpr�rlxacro >MR6lL k UMM�alxeed Me�AtiY anamon a adcalmaf Mm ncan�salt, 9/YWPT IYdb, {m No.and 3�cekilder vub Er 99e. teeft, dwNay.mecwm OAbOJNo2mwsrm]xw Mre,aZAANNMI VAM14- M.weMmW aCLYNgCgrypr�l TanN.0.a9a10 sdeh ran W en aroma xan�Hart kenwN.zf a rv.Iaa sant.sate a Iz.aexam..VAM14-a. Job iTs Tmss We Oly Ay no2aae7 HB36TOA TOB HALF HIP 1 1 J00 Re a enre(0ptlare1l outdo,Comporenl euWiy. inazown..M,Fl32266 8.010.3 Apr 202018 MITek lrMusMes,Inc. Wad Jen 1100:12.46201] Pegat ID:ummPOENe ;Z JkUUiYnoy&UN-HRnn hYir8rWG YYMYPBRC0 l4 71XImUW bP0 BBV aoo zoa ewe-117.3 ax5- 2 am rT B la A I"' 1 s ° 2oT II 3d; . a0O BOO 3&O 2-00 Plate Oftxl fX YI-- f '0-2-00471 LOW"(PSQ aPACNG- 2-0e CSI. DEFL in (IW) Weft W PLATES GRIP TCU 20.0 Place Gdp DOL 1.25 TC 0.34 Vell(LL) 0.23 SS >315 240 W20 240190 TCDL 10.0 Ratner DOL 1.25 BID 0.89 VeQR) -025 " >202 180 BCLL 0.0 Rep Streea Ills YES WE 0.08 Hoa(iL) 0.14 a Ne Ne BCDL 10.0 Code FBC2010TPN007 MditlxMS Weigel MIt, FT=20°6 LUMBER BRACING- TOPCHORD 21T4SPN0.2TOPCHORD SlrudurN good aM1eMM1ing drectlyapplletl 0r840ac pudine. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid cellieg dreclly epplled or 1040 W Medrpg. WEBS 2x4 SP No.a WEDGE Left;2x4 SP N0.3 REACTIONS. gifie") 3=5&Meceanira1,4=1]9'Mechanlcd,l=23aPo38 Mex Hoa 1=58(LC 12) Mex Uplift 3=-27(1_0 8),4=-BOILO 12).1=-73(LC 12) FORCES. (lb)-Max.Cwnp.IManTen.-All forces 250(Ib)orlen,elvept MarahOwn. NOTES t)WIM: SC root11ve t-13OMphbeen WnsideretlfaM ldesign. 2)11;E ASCE I..G Vub130mph RS(di00tl gust)andd=l Eaten T(Pt 0d0 to BCDL-3DFs1:3 2 ;B7 .Eaten eave"to Cat. II;b0 B;zone: ca GCpi=0.18;MFRS(tlimh left a and GC imano A2)040 to 3e-0,andlift! tomes 34010 44Q maotio r(2)ntaft; Sll-0rDOL-1.0 let. etI pp DOsed porch left eM dgM expoeetl:GCfor members arkfomes&MWFRS for readlWsafpwn; Wmber DOL-1.0 platagdp momot 3)This ne s hao pe manage t0 pmveM water pontlinc 4)TMshuesfleabeendesigned for a live per bottomceprd live mal IwnWnpmenf with every finer reloads. 5)•an suss nes been designed for a live loth OI 20.0pel on the hoftom cM1orO In all areae wham d redanl9le 3-6-0 tall by 240 Mtle will lit to gran dteb0110m cM1ord , an,othermembers. B)Rater a pechan)for onee chhoto tr1As L mate)of tr 7)ROvlde meManical cmneMlon(ry odlens)of Was to beefing plate capade of wilesiarldin,loo Ib Uplift N Idni(s)3,4,1. A WAnNW&�1Wex4Manpv+�Mwe en4READWr PYrltla ANeMLWWM aEEEMNDE]AwE 74n� tOOYMIs9EEO.PEVSE pyllT wM]Ia uw MY`wllb rNltl,ib'canecicn.Rh CesRx,a Axl oN Y M+a wxanelers 9uxm.ml b nw m MM1kld had�g ccnnunenl.rot ntavMrorn �kfa XndARNdW}Wrental venNlnemwtc�441No10agnNmwlmiudwMerly FcwF>ade X'k tlmSxrinbRW ow[f M etAmPeaRw� l4«neiacamderolxaventticNhgof hxNMtl mffiwmaworalxrmmerroeaorvr.reawr�n lW„1>orwmewm�mnr�re bdWa�x reg}AWMIRtlIY�IbwavertlwMµeWllnW�a Wtwrnl FFNatlwVPonYOanA in9`�BWDIPL�we reJ�Wxw Taw FM.Eva San 39810 pLk:albr alw0.re.eltlxay,ereclbn WJ tv Y9 ornrveaafvJmm sY.lernA'aYWL/1PII CtuRM CXIMb,OYdaaxI BCTIMbIPCwnWnxM ]x�P.,e1_lmtlo TdMY NMTIM ad2M4em lw Rale kAPtle.21a N.lee Sleet 911e JIR.IbvodM VAY[314. dob Truss True rrva Dh Ph 0200308 �11036TOA T07 ROOF SPECBLL GIROER 1 1 Job Reference(opdorep BuilEilg CwnponeN Supply, Jmkwmilq,FI32258 8.0106Apr202UN-ERBPWDO,rNe'l WedmK C6:f2:40201] Pega1 ID'umhM0EH6c2j4VJkUUiYrwyBiUN-EeA%BPu6DByrNOgIGAbOo%ooKUeCGem(GMCBcw2wU5T &e0 10812 1i-01-12 104-12 2 9-12 2&292 3100 13633 F 40513 4411-0 600 4&12 430 4-50 4b0 450 5&4 2 S0 405 aS3 fiwb-1]3.0 W LED WILED WILED WILED 316= N41LED NAILED WILED WILED NAItEDdd= 6.Po F72 7id0� NAILED 45 2G II 05= W WILED We= Of_ 10 NAILED 2 31 332 Po 3,131 4 36 37 5 3B 6 T 3B 40 0 41 a Z01 If W LEDp Po ' d 1 2 `a ]w a 42 43 22 44 21 45 46 4T 10 19 40 1348 W 17 51 1615 14 13 Erb= WILED '1.4 11 4x5 W M120H5= 41d= WILED "s 36 II 4.10 445= SIB 11 WILED WILED "LED .0= WILED NVLED 36= WILED WILED WILED WILED WILED &atm e-PO 106.12 1x11-12 1,2.12 2}a12 8-212 34-00 '911 ,2111-0 s90 aslz a3a 450 454 as0 684 s11 s71s Rea onaN3 n4.n- Ixo.e o-zut no-zu azul Ieosa o-zal nr6a5 Ed 1 r16o3oo-1-0t Inoze x¢3111&6z-o a-z-01 LOApNG(paR BPACING- 2-QO CSI. DEF.. In (bc) tPoNI 1Po PlATE6 GRIP TCU- 20.0 Rete GIb DOL 1.25 TO O7B Ve0(U-) 0.28 Alt x889 240 A4T20 244100 TCD. 10.0 LunOer DOL 1.25 BC O W VNt(iL) -0.50 A21 x880 160 k3T20H$ 187/143 BCU- 0.0 ' Rep Stress lna NO WB 0.92 Horz(TL) O.C6 tfi Na Na SOUL 10.0 Code FSC201MTPVD07 Nown-k6 Weight 23810 FT=20% LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD Rmcluralwwdsn NWdirevtlyappliedor2-"wpWlm. BOT CHORD 2x4 SP No.1'Except. BOTCHORD Rgd calling dinghy applied or 3-5-13 an b1acilp. 15-19:2x4 SP W.2 WEBS 2x4 SP ND.3'Exwpt' S-1 7,2-21,17-18.3-20.S211.2x4 SP No.2 WEDGE Left:2x4 SP No.3,Right:20 SP W.3 REACTIONS. g eloal 16-364&b-S8.1=1e85U3E,12=144NSE Mar Ho. 1=83(-C 23) Max Uplift 16-1350(LC 8),1-821(LO 81.12=-140(LC 25) Mex Grey 16- WB(LC 1),1=18M(LC 17),12=5Q(LC 14) FORCES gb)-Max.Comn.l Tart-Allfomea2500b)0rlewexceptw sh0 . TOP CHORD 1-R-313&13)1,23-3580'1645,32=3451/1802,a5=3151/1602,5-7=-2411/1153, 78 M,4310.83-794/1079,P10-91&1232,10-11-7"401.I1-12-B18365 BOTCHORD 1-22-_-11672708,21-22=-1174YM$ 21=-1557/3580,18-22-1072/2411, 17-18-32&404,1617-2527/1x48,1416-2527/1x48,13-14=501307,12-13=-297/888 WEBS 2-Pb-159/405,616-348&1331,&11-48&180.1,414=-4x4&20.10-14-124&631, 10-13-8&443,11-13-273'122,81 7-1 59 03800,2-21=-5034061,7-17-19590840, 321=-42&191,7-18=-1087/2521,5-1 8=-1 28 03 42,4-22-064/192,5-20=-56211315 NOTES- 1) OTES1)Unbelemzd tall Ilve loads have been wreldered for Nis design. 2)Wind ASCE 7-10;VIS1=130mph(3secoM gust)Vasd=101mph;TCDLd.tyaf;BCDLd.ops;R_25ft;8=158; -E5ft;ema=aft;Cat. II;EW B;Ent GCpl=0.18;MFRS ftimcionel);Wil mr IM eMrosed;porch left exposed:Lumber DOL=1.60 plate thin DOIL1.60 3)Promos adequate dmlrege to prevent water Fording. 4)All plates ere MT20 plates Inless cummeesa indicated. 5)The,truss has been designed for a 100 psf boftom choil live Toed nonwncu06nt Mtn any other live load.. 6)'Thls truss hes been designed for a Ova Iced of 20.001 on the Mftom Mond in ail areas"am a recterlgee 33O Is by 2-0 0 wide MII fit behaeen the bottom cnord and any the,members. 70 Protide mechenlcal connection(by others)of trues to beating plate capable of wfthstandeng 10016 uplift at Joent(s)except OWE) 16=1350,1=821,12=140. 8)'NAi=Indecates 3 I(0.1Ws2')or 3d2d(0.148-x3.26')toarefts.For more MA.115 refer to MITak's ST-TOENAIL Detail. 9)In me LOAD CASE(S)sedlon,loads applied to the We of the buss are noted as front(F)or beck(B). LOAD CASES) Staneard Qsm.-verY%JuaiaPnssesv-,a..XOTE30N 1X5IXn WCLWEa MTEx FEfEPAarm mmehal1A m.usba 6aLT04WE �fdnlvdkld ue MYl'Iln leleMW wnmtla1s 116aetlq,kL ttIaYY Vpn pdomelem Y aM a lw m MUMUI GMtp cm mart ml o MRryikm Wtae us.il¢dly4q veil&Mo �r'.mreim.ddeIY .Me tlWT MO Ma-.1 tlld6pdaJOn. Da11p IxT mr.lope-lb-nsurl BVFAd IImwi4 -Y. Juamem.-I oOOlMdmoul-monsmal-no h Rwa/arealetl M3xWNa.Ibpelenicdlgm rmm W�6e haxxx4k'xlYatlPWalYdan�e.ragratlgksonsma9aagRle 4604 PeM E3q Red k4Ml ors .,abm,Y.aeclknadlracN Mln�mamdMi Mian.MN91/M13bh OXwh.pL26 aq N]hNYgDUTUMr4 ylNy Ir4nnnob�NvltNehom 6�m nNe FMMe.RIe N.Iee Sleet 9JIe 312.PleMaltAkt VPR2t11. Tarim.FL 3%10 Job T. T.Tpw MY my 02 0390 11038TOA TO] ROOF SPECIAL GIRDER 1 1 Job 16 MiTea 0mel Suildln9 CwnponeM 6uppty, Jazks0milla,FI32266 j8.010 a 4VAUApr 202016MTek IMiD"gF. WOO Jeno W:tE:wami Pigs 10:vcmROEH&214VJkUViYlayOiUMEaA%RPu009yIN091GAE0oXoo1(U3COavKAMCOcwLwUtt LORD CRSE(S) Standard 1)Octad r Root Live(balanced):Lumber Ir¢reaBe=125,Plate Imrea4e=1.25 Uniform Loads(pill VerC 1-2=60,2-9=80,9-1 o-b0,10-12-L .2320=-20 Concaramled Loads(lb) Ven:2=9](F)6-9](F119=- 0(F)22=60(F)1]=60(F)]=-9](F)29=-50(F)31=-9](F)32=-97(F)33-97(F)35=-97(F(38=-97(17)37-97(F)38-97(F)40=-97(F) 42-112(F)43-159(F144_60(F)45=E0(F)46-60(F)4]=60(F)40= (F)49-60(F)5J=80(F)51-00(F) Q M.4INNO�VL�By J�'/k{�EnwlEr�eMaEEO NOIEa CN 1X141MO HCLUOEO M(E1(aEFSiINCE P�eEYE]4ia reu.r40YNI5BEFOPEUBE. Oal9�WI]Kf W dfy v.M MlekAwrecM[.Rkmaa,6 Wz'JaYY V�+'�Waneten Novm.ml kid m MhLM CUMYp cd�}xwnt ml dnm mlem.ekwe�a IM Inw�eeware�eY..lYalrr re gWlnoMly a d.w�Ivdrelaa me nePe�lr kedadrne as a.yi mo me modal WpdW�.9ar1q Y[IhNNb geuenlbueMp nrYA'Alvf lnnweDudld CMNmanbenwYVAMIMr19nFwYadllennnanidMy ek• kdxga�epRed blfb'MNmtlbgeWntCMopa Wmp�YLBM%+draEYadgKedY WnWe.ke9watl pl'Jveam9Qa•p ne BBM PEREEw dtl. kbkuMn tldope.dFwy.erectsaxlImcYpof lnwttaiOfnsT'slmitce4MWM1 14 OUYIyY MEd9uMKYBW�9CompwnM lyFlrMbmo•u�U.4>de hwnln6MIe MXPae.RIBN.Iee SM1BBL 9Ne]IR.Nrsdtliq.VRY[d14. Teirye.FL]M10 ;Job Tis T.Type Ply 02oWB9 11836TOA TOB HIP 1 1 Job 16MITOe(optlonN7 80Mifg Compwwd Supply, Jeclvcrrvllle,F132258 0010, 214Apr202918MDaxWWdTO?I. Wed UaOTS0:12:49201] PB9B1 lye-212R0EH6c2j4VJBUUiYtwyBiUN-im1wPNIlTMiIFryuBFULelTS]60UUddhBMzwUYS Noll '12' 2147 ye-2 12 32-Pit I 3]-a1 M11 .4 ' ]-10.16 6812 6W3 &11-6 L615 42b ]-0615 Scale=178.9 m- Bee Fl2 ax, 11 Y5= M= 4x5- y5= Safi= 'yy'Ir} 225 3zg ] 4 8 p ) e l ry 2E 91 Irma 6 23 1 32 ali 16 15 14 13 1211 10 5x6 2o, m_ M= A6 2® II 010- 3,16- 6gL FNO F�PlI 146-11 2134 28212 W81 Olt 1 M-11L 0.50 )-1-10 M16-5 BB12 8&13 611-5 BP5 665 ]i-10 Plate Ofd (KY)-- 1 '0.2-1200]112'0-3-120-14L WO-4-0,0-1 8119'038 Etl L11293-00&Ol LOADING gei) SPACING- 200 C&. DEFL In (lac) We Ud PLATES GRIP TCLL 20.0 PMie Gtlp OOL 1.25 TC 0.64 Ver(LL) 0.121fi-19 6989 240 W20 24M190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Ved(TL) -0.2610.12 >))5 180 BELL 0.0 ` Rep Stress lncr YES WB 0.85 Wrz(TL) ON 12 We any BCDL 10.0 Cada FBC20l4fP12007 Metrix-MS Weight 2241, Fr=20% LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD Structural wood sheathig directly applied or 365 co pudlm,except BOTCHORD 2x4SPNo.2 2,0-0xpurllns(3-118max.):28. WEBS 2x4SP NO 3'E=epC BOTCHORD Rigid ce0ing directly applied or 5-7-14 oc bracing. 613:2x6 SP No.2 WEDGE Left:2x4 SP No.3,Right:2x4 SP W.3 REACTIONS. (Ibblze) 12=21]&O-58,1=98)1088,9- 27/65-8 Max Him 1=-T3(LC 10) Max Uplift 12 584(LC 12),1=368(LO 12),9=9(LC 12) Max Grey 12=21 M(LC 1),1�(LC 1),9�(LC 16) FORCES. (lb)-Max.Comp.rMax.Ten.-All folcee250(Ib)orlexe exceptetlen shown. TOP CHORD 1-2=1622/1053,2-3=-156 611 2 0,3-1=1 5 6 611 2 0,48=B01/b8t,6]=3&1895, ]-8=41334,e-8=-521N BOT CHORD 1-18=881/13]8.15-16=853g3T,13-15=532/BOL,12-13=99.9528,1012=-29i 9- G,5303 W EBS2-15=-155130.5,3-15=-0.39/183,415-50DdOq 4-03=-8]1/414,613=-1219F1012, 612=-13Nn54,2-16=19526],)-10=212/642,]-12=10GY348 NOTES 1)UrlbalNwad roof the loads have been oamidered forthis design. 2)Wind:ASCE 7-10;Vu11=130mph(3-second first)Vasd=l of mph;TCDL=5.0psF BODLr50p t;f=2511;B 511;L458;save=511;Cat. 11;EV B;E WI.,G0pi=0.18;MFRS(directional and"Extedor(2)040104514,ttledor(1)4544 to 202,Es3Gdor(2)]A210 438-13,Interior(1)43 8-13 to 44-110 mine;oanfilaver Ia8 expected;porch leh mgwe0;0-C for members and farces 8 MFRS for ca diare shown;Lumber DOL-1.60 plate grip DOL=1.80 3)Provide adequate drainage to prevent water polling. 4)This thea has been designed for a 10.0 W ficatom chord We load mncozurrext with any other live loads. 5)`This truss has been designetl fora five load of 20-0ps1 on the tori" m chord in all areas MOM a rectangle 3EO be by 2-0-0 Wide will fit between the bo0om chord and any other members. e)Provide mechanical connection(by offers)of tmss to Warng plate capable of withstanding IW i,uplift at joints)9 Greater or=lb) 12=584,168. 7)Graphical pudln representation rose,not depict the size or the orientation of the fibn along the lop andlor bonen chord. �WAMIWaVwNYbwprpwWlMxa a+4aEIe XO]E50.V TNIS ANO NCLINIEO ITEx aEPEPRNLEPA6ENL)1I3nr./a9YMI5 BEEaaE hSE. IAWi vtlp Iw us deywMt AalelD conwclws.n6Ce9{a,k trietlaYY W��W'�m^Iwa Nowa mtl kla m kMMi,y Mltlkg cdnfx+��d.but nmantan 6alweuw.IMbJdYgdaeJa�mul venN lnB tgYholilN otuaaq�pumretemmo gwreay Ftdpdhle Bkda�n Fto maovwdl ' a4m9eept•L acne ldcaledkto gewmllvclWgolxMexd n�wmmdlw Mwa mBmmn v.Aaaliwxx namPo�reyaMlxnnd,ennx4JV .area aver, dbpevwOCdMpe WitP aFwVxax k'#aYugpc�N Wna9e.rw awWid P.p�r.BWWx' '9 we PoFGeb EWBW. tYxlcrnal elwape.aeMery.axxonasdacno wnwwaq M¢allWre.a3e/,XN/MlowhGllwh.09<aon4 aCN31PNgaeae 4 StlMY INwnW W.�aMY.Jstrom ino POb Xerkae.Rle N.Ieeeeeel.9Jle]IR.Plaxuwlkr.VR2131 L. Taiga.FL eJ910 .beThus Tnu Type (my Ply T1020B0 a3 11836TM T09 HIP 1 1 Joe Reference Lehman BuiMImJ Comporent5upply, Jeckwmuilb,Fl32256 8.010 a 6dQj4VApr202016 MiTeklMlnAlx Yc$g2N Jen 1f06:12:5D2617Page 1 IO:urcmR0EH6M14VJkUUiY ,L.Ll AyIHCSWMIrnCTc$g2N000tyWHnCX%ZtljA5F9azMlYR 7_60 91615 15811 21-11q 2&2-12 3561 3P1 Y0 H91L 7 60 24615 51912 61-02 835 &96 290-05 Bale-179.0 &8= Na II kdo= 6y9= 60D FIT 3 n 4 5 2 B 2) ] 2nd\\ 2 9 2. 33 23 31 ry4 1 0 l O )6 18 16 14 13 1211 10 69 II sba 7x10= 4E- M II .0= Silt, II 36= M0$9 9410 Bloats lit" 2141-] m�2-12 3501 36 8 a411-0 e B190 985 61912 6192 635 695 065 9a4o Plate O115&3(%,Y1- 11:0.2-120411E 13:93-120-til r7:0+00.18118:038 Etloa1112'03-00191114'03-4 Etloel LOADING(pad SPACING- %0 CBI. DEFIL In (Ica) Udell 1-fidPLATESUMP TCLL 20.0 Plate Off,COL 1.25 TC 0.69 Ver(LL) 0.221619 >999 240 ww 244/100 TML 10.0 Luneer DOL 1.25 BC 0.75 Ver(TL) -0.141022 >45] 160 wa 0.0 ' Rep Sheds Iwr YES WB Dw WU(TL) 0.04 12 we we BCDL 10.0 Cos FBC201MTPI200] Maui[-MS Weight 240 to 17=2035 LUMBER- BRACING- TOP CHORD 2WSPNo.2 TOP CHORD Structural wend sheathing directly applied or 3119 w purins, BOT CHORD 2WSPNo.2 except WEBS 2W SP No.3'ExcepP 2-0-0oc puUlns(4-7-1 max.p 37. 6-13:ffiB SP No.2 BOT CHORD Rigid calling drecfly applied or Sl 1-8 w emdsg. WEDGE Leh:2x4 SP No.3,Right 2W SP No.3 REACTIONS. (Maim) 12=208Yb-58.1=101983-B,B�IWNSB Mar Hon, 1=-92(LC 10) Mex UpIM 12-5n(LC 12),I�l(LC 12),8=-13(LC 12) Mex Gray12=2085(LC1).1=1o19(LC1),B (LC16) FORCE& (b)-M®.CompJ Ten.-Alliomas2500b)orb3sexcapiw11W1shown. TOP CHORD 1-2=1643r1025,23-1441/1009,3-0=12MK)7,45=121M/697,56=661/516, &7=-331/19,]41BV13,89=-591/31 BOT CHORD 1-16=-&5]/1385.1516=451/1265.14-15=-]2]/12]0,13-11=-390/]L6,12-13_SBy4d1, 10-12=56V402.9-10-0/4711 WEBS &12=-188]1811,6-10=325209,3t6=-34&382,6-10=281/856,a15=969/175. 6-13=-98]/1561,5-13=-839/426,5-14--ISW52 NOTES 1)Unbalanced rest lure loads have been considered for me,design. 2)Wind:ASCE 7-10;VWt=1 mol(3 seemltl gum)Vasd=101mph;TCDLS.0,f;BCDLLS.OpsF,h=25X;B39e L 5ft;eeyedh;Cat II;ENI B;Er W.,GCp'e01 B.MW FRS(directional)end"Exlerior(2)C-0-0 to 4-514,Imedm(111-5-14 to 89-2.Examor(2)8a2 b 419L13,Intalor(1)418-13 to 4411-0 zone;cantllevm left exposed;Forel tell expossadC-C for members and forces 8 MFRS fen leaders shown;Linder DOL-1.60 plate grip DOL=1.60 3)Ppmkle adequate drainage to pmyelU wafer ponding. 4)TNe buss has been designed lora 10.0 as(boUom chord live lea0 noncowument ares any other INa loads. 5)-IDis Voss has been des Igred fora IIVe toed of 20apm on Ute boUom should In all areas wTere a rectargle 3-6-0 tell by 2-0-0 are Will fit between the bottom creme and any other members. 6)Protide mechanical connection(by others)of truss to bearing plate capable of witlabnding 100 M uplift at rental)9 except At=1b) 123]].1371. 7)Graphical Form representation does not depict Me aim or the odenlalim of the W rin along the top and/or boUmn chord. Q WYMNa-WNW4n'T 9uuwlueuW PEM MJRB pI7M9IN9 NCLWLLMEN PEFFNENCEN9EI�n9m.IamAl6a60/If WE. rWNlarneaiywT MIeM6cdreclm.Rk.6, h ea]aYy�rMd ponds nee rMkknm cemormdMApd".the rot hnaynan.Selene ue,nia wimpaagriau mmina' "chadsors"p rdood�pvam .-pewapeny slop ra@ntaeaand irearerf Wbgtlukar. IPacN2gk:aletlkNPevem tucMgor Mh4Mrl M1imweemElu clutlmembarscNY MJd16raHlemyruyavlpun,uunidaYp Me edwalre0ee0 WeLYI1YmObpecenlca�eMmnoWeFanrxfybyaq Prc{alytlon[Ne.iwper'u lPY4]'Ce repwUr6M 6Po4 Fab EW BYd FdtolM flaeA.r.§reery.aecMlaNdaW dlnmeimdnimMlemz see.WSVMi QrrIW CMxW.OM-l9aq CNa1lE11gC4nnCBnnerlr SyYy IrlpnneYM mJctle M1an Inn RaNlvRrle.R1B N.lee SM1w1.91b JI2 NaYargll3 VA22314. Teirys.FL SI810 Job Tmee Thies TYpa DIV PIY T102W3B1 IIMMA T10 HIP 1 1 Job 16NT aIoo9ore0 Building Component Supply, JeWarvllle,FI3221i6 4VopoJkU ApnDySiU 8LI l IntlllSVias.Irc. WedOW zUC%g:f2:522aU7 Ue, ID:ummPOEHe�c2114�V1�JkUUiYroyeiUNELF2111xdHOS�WOtyYNxUC58ECVRwILeuhxwUYP 6411 1639 11-10 5 16118 18-9 222-13� 268] �1 3&61 39-108 4411-0 S4-01 5313 1-2 2 210-10 210.10 4310 1.11d4O] 110.6 84] S,a -1x04 6x6 0 640 12 3 4 33 5 9 8 3 B 'Q I 3 0� 31 2 40 d 1 d 0-,D= 'HI ,B ,9 II ,nig s,= 6 23 22 16 ,5 14 19 12 SII 34 '1 2x4 II a•8= Out II Sae n'- 1 $J9t 1088 1 -10 5 16SB 1A4J 22-213 298] 1-1 9-0.1 6 38-1011 4411-0 54-11 5313 -2 4810 2-16ID 2-1010 4310 144 H6] 5 614 BD] Pale Otsets 0(.Y1- I10-23OU15113'0-280.1-121 IdUHl120H0119'0.8120.101 Ill(X1)Ea 121.3 Ed0el LOADING(PsR SPACING 2-0.0 CSI. DEFL- In Qac) Vdefl IM PLATES GRIP TCLL 20.0 Plate Gdo DOL 1.25 TC 0.76 Vad(LL) 4)A619-21 >989 240 MF20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Ved(TL) -0.411 19-21 >]40 16J BOLL D.D ' Rep Shass Ina YES WB 0.75 Horz(R) 0.02 11 We Na BGDL 10.0 Code FBC2014prTP12007 Mat'l Welgllt 256111 FT=20% LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD SWrAlrelwaodsheanhingdldectlyappllror2 lx din9,MLW BOT CHORD 2x4 SP No.2-EtxepP 2-0O¢poill.(3HIH6 max.):49. 1824:2x4 SP No.3 BOT CHORD Rigid calling directly epplled or 10-0-0 oo bmdng, Except: WEBS 2x4 SP No.3 9-11-3 oc bedi 1-23 WEDGE 6-00.Ixad,.17-18. Left:2x4 SP No.3,Right:2 SP No.3 WEBS 1Row an midpt 8-15 REACTIONS. (IWslxe) 1=1101/65-B.tt�3S'05-8,15=18B9Po38 Max H. 1=111(L0 10) Men Uplift b137(LG 12),11=-ee(LC 12),15-149(LC 12) Mex Gray t=1104(LC 21),11=638(LC 22),15=1809(LG 1) FORCES. (lb)-Max.Comp.lMax.Ton.-All farmers 250 Qb)or less exoept lMlen shown. TOPCHORD 1-2-19081436,2-3=23(C`Aus,3k-1817/4921 d-5=-1913151],5f1 f8i 6- 9`395 9-10=-480Q40,10-11-95188] BOTCHORD 1-23=34911647,321-890856,19-21=-298r1803,1819--190/1258,13-15=-48/352, 12-13-198992,11-12=-1 WO92 WEBS 2-23=-5]8204,21-23=3]611]53,2-21=-11/383,10.13=-50511]6,15-1]=-133328], 817-128M310,61'.{=35/414,&15=-6351100,5-19=-2981130,818=790.212, 819=-129/158,818=-261/1641 NOTES 1)Unbalanced root live loads have been considered for tks design. 2)Wind:ASCE 7-10;VUt=130mpth(3eecond gust)Vasd=101mph;TCDL- .Opsf;BCD".0pat h=25ft;B Sf;L=45X;leve-S t;Cali 11;EV B;Friel.,GCp1=O.18;MFRS(affections)and C-C Eaerr(2)POA W 4-514,Inherent)46-14 to 1144.Enator(2)11-0-4 to 394-1,Intermit)39-7-1 to 4411-0zc0e;G-G for members and forces BMW FRS for rewtions slhoNnp lumber DOL=1.60 plate gap D01rt.e0 3)Provide adequate drabage to prevent wafer pending. 4)All planes are 4x5 MT20 unless otlarvnse Indicated. 5)This truss has been designed,or a 10 0 pat bottem crrtl Live bad nonconourrenf with any other live loads. 6)'This truss has Ogen designed for a live load of 20.0psf on to bottom chord In all areas where a redalgle 3 -)MII DY 2-0-4)sure MII 111 between the Alan chard and,.,.M6r mmnbem. 7)Provide Marti omnecftpn(by others)of tlua4 to Leasing plate capade of Mmslaring 100 lb uplift at)dnt(s)11 except QI--Ib) 1=13],15=149. 8)G1aplhical puffin represenlatlon does net depict the size or Me orientation of the pur in along Me tap anNor Wit=Item. Q IPIM'NO laW tivpnpnsvalwe.aFJ O a alfa ON]NR<MO NCLWEO.WIEN PEFEe.4N6£PEOE avv"T m.meade169EPOflE USE. Da4;n.1 d1"n.1"soc 'cr..Rw~kUusIor-m..oul canPclvmnt rot nim sidem.Baha ua RS lrgptleyNn and vee,en.Te9c2a,ol roues,6KnWme mlo the-.1blag�31 wac6q MCTeDalO pevenl WCMP9 nIFtlIukI�J MmweGT]IM Clvaml memlasaJY �]IWVJ RmR oh'OM Osna,enlMal'9 'M ek' twlama r.meaau rot+nalvaleropreVmn�alwe.'mnp�uel�w�rin M.valewwenvmlaNa ra earwml e�4d�rereema'e xre In spakufbn.Aao2B. Iaem 9aexM OL"l bat]golaimsmd Meet. ans,312, 9/wll VA MddMM.DMJGmId 9C611k4141rgCwryawM Tar v.b EM 991 'ry.lylNmmolbn mt'alWe Ilan Ilm Mie MPM.21a N.teesneel.sR 31 rz.NBxWtvn zDl4. ierrys.FL 93610 Job Thaw Trans,Type Ory Ry 0200392 11830TOA Tit HIP 1 1 Job Rdmenu 'mel &sMilg CompmeM Supply, Ja0kseMIIG,FI32256 0.0106Apm202018M1 I St bie ,Lc. Wed Jan1100.12:1537 Page ID:avbEH& 14VJkUUYmOiUNOE7yF21e]wYCBBbVgWquPeKvHUTO 1RR3 w., p BYR1 3] 6B M-I1-0 5411 -� Si1a 34-0 ~ HJ 6Sa II-0Jgl Y-16] baba ]L9 Sul.=IMA MB- 53 3 0 e.ao 1R 34 II 3 91 9 39 2 is 1 we- l9 IB 17 2xw )^I8 a 22 21 15 14 13 12 ii aB II 2M II 24 II = 20 II wo 11 &4= 9-0015 m.,4 1.2 .io15'' nam s>i5 carle Raw Offset MY)- 111'0.2E 3114U3120.1AI 18:63 Pl20. 1 f10'0-38Edfxe112(kD3 Ed0al LOADING OW) SPACING- 2-00 CSI. DEFL in goc) Mail W PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TC 0.84 Ved(LL) -0.141&1] >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vet(R) -0.381&17 AW 180 BELL 0.0 ' j Rep Stress locr YES WB O.N Horz(TL) 0.01 10 We We SOUL 1G0 Code FBG2014FP12007 Ma91x-MS Weight:28716 FT=2. LUMBER- BRACING- TOP CHORD 214SPNo.2 TOPCHORD Structural woad sheelhing directly applied or 3&o oc pudlns,except BOT CHORD 2x4 SP No.2'E9cepN 2-0-0m parins(41-9 hour):4-B. 321,15-23:2x4 SP NoS BOTCHORD Rigid collingdrecOyepplied or 160-Oocbladrg, Except: WEBS Pao SP NoS &0-0m bed,:16-17. WEDGE WEBS 1Roast mitlpt 7-14 Leif:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. "I.) 1L-1882038.1=110665-0,10=&97Po 13 Max Hmx 1=133(LC 11) Max Uplift 14-133(LC 12),1-143(LC 12),10-1 oe(LC 12) Max Grey 14=181 1L 1=11 OB(LC 1),10=641(LC 22) FORCES. (b)-Max,Canp.lMax.Ten.-All forces 250(Ib)a less except wales shown. TOP CHORD I-2-18991425,2-3-2339/581,34=-2: ,4-5=-1504/458,5-7-1287/428, &9=340240.0-10= Wfxt BOT CHORD 1-22=-33511 M.3-20_281/182.18-20=-2234495,17-19=-19811287,11-13-197/]81, 10-11-1977)131 WEBS 2-22-550(192,20-22-350.11694,2-20--61/406.5-17-68=22,14 1 6-1 2 9 8282, 7-16=12341343,9-11x/287,9-13=(42201,8-13=51/433,8-14=-573197. 7-17=-25271591,420 10(1001,5-19=30K38 NOTE6 1)Uncoundarrad moi live loads hove been considered for thin design. 2)Wind:ASCE 7-10;VW=lWmph(3-second gust)Vasil=101 mph;TCDI_5o,p,f;BCDI 3.Opsf;1-259;13�59;1,=4611;savI Gat. Il;Elm B;Encl.,GCp1=0.18;MFRS(dlredlonal)and C-O Eaedm(2)0-0-010 45-14,lotedor(1)4-5-14 to 1397,Exlerm(2)1387 to 37-10-9.Intedom(1137-10,9 fo 44-11-0 z m;C-E for membem and tomes 8 MFRS for humorous shown;Lumber DOL=180 plate gM,DOL=1.80 3)Protide adequate drainage to prevenl water pomang. 4)All plMes are 4x5 MT20 Anse othemse Indicated. 5)This truss has been marmot lora 10.0 Psf bosom chord live load mlwoncorrem with any other Ilve loads. 6)'This floss has been dedgnetl for a IIVe load OI 20.Op51 on the bottom chord In all areas whore a rectangle 38-0 tall by 2-0-0wide wall fit b0lween the bottom chord and any orae members. 7)Provide mechanical connection(by othem)of Fuss to baad,plate capable of Wthatanding 100 lb upl9 at Idnt(s)except(lidb) 14=133.1=143,10=106. 8)Graphical W din mpresenta8on does net depict the size or the eheromon of Me With them,the fop arwor b09mn chord. QWIMNId.WMyhwen{�vmb.eMaEAp NaiESaN n1�41]a WCtUOEa WIENaE£ENINCE F]aEMT]I]J m.IWYIDIEIVONE aaE unWI ncem. anyHA Mlekbem ids lledam,n eOantl wi up uwx, elersMmaWlsloi a,IMxlmnldMlp cdnWleni.ml IaiMdow.BgMe we.me GYMp deAxwmtelvMhIhegpYCWx/oldeelT W,ur,eteiiW q<µ>wIYMo,pwaino Rhm,r Yxo Ms nVertl xNigda431 Ik AgIMkUnecl klo gevmi Wcgkq�xpdMdld lvaweDad/ulelvOmemlxvi Wy.ASAXe,M near/-Wa'ACemvdnn ba'JR M e sdvvrylepYB[11u.leNlW andio rxa.amoau¢.a e4h l>roue P.enmw k4m matNwwlvaw.w.. no Iol9.mna4dm1wemlwe n,a ma v.d.sweNe. gblcUMv maa9a.delNnY.aecMn o0(MaciM of lnWBimlaua roemxm[re01191/IR1 CufIl1'CIXMI.,OBB-09aq YAl WR41n9CwnWn.n1 Tarr..FL 99610 p.ly IMn.Xm ave Oen hua%oho SsslMxe.21eH tae Snml.Slle 312 Ne[m�b VN2231 G. Job Tines Them Type Oty ply 83 1183810NTOA T12 GABLE I 1 Job Relevance o hand Buldleff Component Supply, Jaclu;onville,R 32356 0.010 a Apr 202016 MITex In0rims,lm. Wed Jen 1108:12,55201] Pagel ID:dcmROEN&j4VJkUUNm01UN)0a5Np VWp80iiMMOS4O1WVPgRMtypOMOxwUYM 5411 1D88 taOp 2Y'd8 288-0 RBAtd 334-14 8673 A<9 K1Yp 6 11 5313 Sdd 539 533 S4B MN 2S3 9Bd 56-0 TOP CHORD MUST BE BRACED BY END JACKS 6dIe�1:�S ROOF DIAPHRAGM.OR PROPERLY CONNECTED Sr&= P INS AS SPECIFIED. Side11 13 15 1Qi14 C aN F12 6611 a 17 .10, 4 J 1 2 18 w O &9. S 6. as. 3 n 23 4N5 i 92 N 4 81 3 fa12= 0 AS I6 2+' I^ g M110= b- 36 35 — 3d II p � 17 2] Ifi '6 d 46 II lsE= ars= 36= a6= a6 11 wn laoo sol s]a w.n sola s3a ssa s3a iao We o]-fo Pleia Oil 1 (X YF 11'0.2-1200- IIS'P312 Edga1112'O6ED -01120'0-1600.481123'0.2 PEI 125'0.93 Edx1 f33 D&12 Edpell DBO0.9-41 LOADING(psR SPACING 240 CSI. DEfL In pact IMeO W PIATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 638 Vert(lL) 3.1228-28 >BW 240 Mi20 244/190 TCDL 10.0 Lumber DOL 1.25 w 0.61 Vert(TL) -02)3339 >999 180 BCLL 0.0 Rep Stress my YES WB 086 Hort(LL) D.� 28 Na We BCDL 10.0 Godo FBC201d?PY200] Mamx-MS Weight 3151b FT=20% LUMBER. BRACING TOP CHORD 2x4 SP NC2•EAwpC TOPCHORD Structural Woo!shimming Directly addled or 678 as purlins. 4-21:26 SP 140.2 BOTCHORD Rigldomilrgdlredlyapplledor1040ocbradrg, Exced: BOT CHORD 9x4 SP N0.2'Except' 640..throg:3182,2829,29-31. 385,2831:2x4 SP N0.3 WEBS 1 flow AT mldpt 2080 WEBS 2x4 SP No.3 Wall,Brace:Length(member) 5-9-15(22-28); OTHERS 2x4 SP Ni JOINTS 1 Brace W JBIO:12,S.1B,30 WEDGE UrIb 20 SP No.3,Right:2x4 SP N0.3 REACTIONS. ground) 1=10]&0.58,25=593N5E,28=1921N3-B Mex Hoa 1=212(LC11) Max Uplift 1=-161(LC 12),25-1 16(-C 12).28=-11BftL0 12) Mex Gmv 1=10M(LC I),25�19(LC 22).28=1 W4(LG 1]) FORCES. (Ib)-Mat Comp.RAer Ten. AMfomes250(Ib)orlaseexceptwhenafwwn. TOP CHORD 1-2_10431431,2-3=229&541,&4=1351/615,4-5=-11810.0 8,S8=-Bfi0Y.i81, 8E=88&381,8-10=Bfi83B1,1612—808Sf01,1244=2]8315,19-16=-2]6^015, 18-1�2J8315,18-2D=-2]fi.315,22-24�h15@92,24-25=BD@315,5-]=-35W 01, ]-9=83&124,9-11=331/14],11-1bffi9/1]4,13-15-339'168,ii1]=30.N133, 1]-18=353/104,1&20=354/10 BOT CHORD 15-66-320/1814,334_J6IdJJ,33-30—3/13088,32-33.89/601,2828=-]91353, 2528=-209/760 WEBS 2-38=-589/1]3,34-36=32V1719,2 34—5510.50,3-33=1046336,12-33= , 12-22=-391316 2830=-1302230,20.30.-1300!232,22-28=-8351188,22-28=3-20-3&4!18, 2428=E17/184,2082=-197p091 NOTES, 1)Unbalanced mol live Ioaas have been conddered for this design. 2)Wind:ASCE 7-10;Vdt=l30dm(3-second gust)Vasd=101 mph;TCDL=50psf;BCD(rS.OWI:h=25r;B=45it;L-iSd;save=St;Cat ll;Exp B;End.,GCP60.18:MFRS(directional)and C-C Exhmorgg 0-0 0 to 45-14,InledoR114-5-1410 22-58,Usdor(2)1640 to 28-1-10,Iniador(1)BE,11-0 to M-11-0 mne;G-C for members and(orders 8 MFRS for readloba shown;Lumber DOL=1.60 plot. grip DOL=1.60 3)Truss designed for*no Ideas In the plane of 1%them only. For stood exposed to wind mor mal to the lace),sea Standard industry Gable End Details As applicable,or consult gUWMed building designer as per ANSVTPI 1, 4)Provide adequ is drainage to prevent Winer ponding. 5)All plates ere 2x4 MT20 unless otherwlse Indicated. 6)Geller studs spared at 1 YO Od. ])TMs mss has been designed for a 10.0 Psi botom chord live load rmndsmunent WM arty order I'we loads. 8)•This Was has been designed for a live lead of 20.Opsl an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide WII it between the Whore chord end any order members,Win SCDL=l0om, QWAaNWa.WaylMpnpvwMwx�tl aEIO NOTES q1 F16GINONttUafelY/E.CPUGAXCEYAOFai)1Am.Ippy2JI8 eEPomEVBE �' doord0la a1.M MMMAcmrecba RII dmlThrdOdic.�.Jced, elan Mn r. der, k✓JIWJAMdlry{com�rv¢nl.mol nm:ysfari BeM9ree.IM WP,arp tlergriernxncenhlm.mcxc taMalk.9prIx/ariarerymtl poMrly lricuWrald PE or No1Moveral IxYbpdml'r. l.arlgl(gkgqtlo pavan!luclMp olndvbWM1uswelradlwcruv<l melndxiwYY.AtldbrvJ WmFpayaidpmraaenldocB'4! MiTek 6awaprwaeaa•ImaBvawlowevenl�almewmP�ael�ar�ra3V.vmdwaeerlvaaame.rw 9ardern adore«ware ver assay. tilagre,d3. dxBMm]docagdM1umemdM1rmryGar¢ra1V1A/Igl YA.11. a3ad9 ogaCL NMagCpllppnMl 8BW Pehe Etl 6th ]bly IrMndan avy2hM1an lnm PalehNM1e.218 N.IeeellaN.9111a 012 Plumate VA22914. iairye,FL 3%10 Job T. Trutt Type ON PN 02Bp203 Iless TOR T12 GABLE 1 1 Bulltll..a Component SuppN. Jedmonv0k,FI32258 0.010 s Apr 202018 all Teblrousbles,I., Wetl Jan 1100:1255201] pege2 NOTES IO:.ROEH&2j4VJkUUIYnoy8iUNXwSAfp_VWgIjOi?RBDhMLpIWVPgRMNpOMOzwUTM B)ProMCe mechanical connoobon(by chem)of Imes to bashN plate capable of wthstealing 100 to uplift M jdnt(s)except%=lb)1=101,25=110,28=1T9. 10)Graphical pu01n repreea mation does not depld the size or the orentsNon of the purin MON the top an Vor bottom chord. Q MIWAMaY�Ny CplpiyvenNwtMgEtp N01ES p11XI3 Alla XILt UOEa YMEaaEFEMNCEVIOEIP]I]]nv.IO¢VAIS 6EPoPE UEE �1 WIOfa�aYy Mln MRA�<mreclors.IN[tlrJUn khacel enlY uµv�Wmielers exrm�.ml l IrvmIMINApI luMllp caryp�enl ml ta16B� 9asnq. �reN —mwlve0l.1MmpYCM1gHMWllyol WeLLT Polanelasavl popMYYlcaUaaleataalga Y�lo n¢o --r hie:tl96 o1IM M1umweDadlwcMOmemtaiaYY.NMbWlempmYmtlnamwra.3n11roJN M. rte• Ytlwary lepaaO NxeldilymObpevenlcWlgss Wln lb%E+b0.e�]' Y1uV aN Vgs�lY Wntq. fa(Aneldppuca lapJlp Ma Il 6Y tUIb�.s1aW3.c#WM'.e18Cnm IM dv:kgollmm�m]M1wry[Iemc asaANfl/9e1 NM�y CMMb.W9leOp K9NggCmpwxnl WOpa,R asel. E!!y Irlcmwtlen wblQJe M1an M1lm Rale YttPMe,410 N.Iee 5Tce1,x1631 R,Nerm}q.VP YIJ11. ianpe,Fl 3b10 Job Tnss T1uss Type OaY Ply ozae394 11938TOA T13 gOOF SPECIAL 43 f JaE RWnrarcx lnMinnx 1 Buil0ing Component Supply, Jacourr,11a,x MN 8.010s AprM2016MDeklnmXrMN.Inc. Wed JXn11c8:12:502017 Pagel ID:vvnMEH0c214VAUUYnoyO,UK]6819't]IraKNHBX WM7EdeOeF YZ .UY_ 6111 1608 166$ 2250 26 67 20.1-1 31F14 3016 M-11-0 fi111 5313 5610 5116 40-15 1� 6-&3 5691 SB] 5x6= Scale=1890 B.W 12 5 M i SO 31 41, 4 0 SO G Ass 11 90 c 9 ]0 4,5c a40 ,,2 8 15 4 6x12 19 10 35 1] 34 10 9 ry zz as 21 ]xlo= 4x10= 14 13 3512 W 11 Ia 4X8 II ass= m II 3x4 II axe= 4x5= 910 II 4X6_ 2w= 1611 1088 F 16&2 2258 ' 7 36119 36-73 4111-0 54-11 5>13 5410 SI13 MI5 1]• &59 8813 Plate Otbets 0f.Yl-- 11:02-120411118:02-140-181110:038Edle111903-0Edge112096-003-0I LOADING(psq SPACMG- 23 CSI. DEFL In (hoc) gde8 W PLATES DRIP TOLL 20.0 %ate GOP DOL125 TO OA2 VeO(LL) -0.1111-13 x988 240 0 aff 244/190 TCDL 10.0 L9xnber DOL 1.25 BG 0.60 WsMTL) -0.3018-20 s999 180 BCLL 0.0 ' A,Bases Irwr YES WB ON Harz(TL) 0.02 13 We rem BCDL 100 Cade FBCX14 P12007 Metrix-MS Weight 2738 7=20% LUMBER- BRACNf} TOP CHORD 2f t4 SP No.2 TOP CHORD Structural mooci sheathing or"stapled or 3-]-ill mpudins. BOTCHORD airs Sp Nt2'Excso- BOT CHORD Rigid ceilirrgdrac8yapplmdor1O0-0ocbmdrg, Except: 3-21,14-1(k2x4 SP NO3 403 oa bra hn,16-1],1416,18-14. WEBS 9W SP No.3 WEBS 1Row at Matta 6-15,]-13,4-1] WEDGE JOINTS t Brace at Jt(s):15 Left:2x4 SP NeS,flight 2x4 SP No.3 REACTIONS. (IWSIze) i=10)4/0.58,13=193//0.38,1R585A}58 Max Hors 1 M(LC 10) Max Uplift 1=-149(LC 12),13=-133(LC 12),10-115(LC 12) Max Grav 3=10]4(LC 1),13=l9 (LC 1]),4�11(LC 22) FORCES. (Ib)-Mex.CompJ mTen.-Allto 2WOb)orleasexceplxiWnaiwwn. TOP CHORD 1-aid O34PJ95,2-3=-22BU482,36=-1288/360,4�-5823306,54k-5581316, 4]-2902]2,7-9_--fiB5291,41R8B91316 BOTCHORD 1-22=-281/1841,320-85862,t&20=2AY2061,1]-18=-103/1 P4,11-13=-]&336, m-naben46 WEBS 2-22=-5881181,2022=2841]19,2-20=2B/4Q,13-15=-1284/1]3,6-1�-1312/168, 911—314183,]-13=-W3/1]0,]-11=391499,6-1]=0949,4-1]=1044238, ' 0.10=-53bM,3-18=tOW225 NOTES 1)UrbaMnced roof live loads have been considered for this cargo. 2)Wind:ASCE 7-10;Vu11=130mph(9-second gust)Vaso=101mph;TCOL=5.9psf;BCOL=SOpaf;R25ft:B-tut ---45ft;eave=SX;Gas. 11;Exp 0;Erol.,GGp1�0.18;MFRS(dlreclional)and C-C E90eeior(2)0-0-0 to 4614,Intetor(1)4 5-141022-5-8,Extenor(2)22-58 to 2611-0 mos C—C for members end fomes&MFRS lar reactions shown;Lumber D0ba.60 plate gild DOL=1.80 3)This trues hes been designed for a 10.0 pat bottom chord live load nonconwnent xllh am/0ther live loads. 4)'Me areas has been designetl fora live load of 20opeh on the Mftom chord In all these Where a re0lari 38-0 tall by 2-09 vAds vast fit bousseen Me bodvn chord and any other members,wig BCDL=Marti. 5)Proufde mechanical connectlon(by ogees)of hues to beanng plate capattle of Wihstanding 10011,up11tt at Joinder)except Qblb) 1=149,13=133,10=115. �WI/9XWeVM/y4Wanpramxlm mC FFJa XOTEe PY 11W AXp NCLYPEp MIExNEPYNCEM6EM)VJ m.l40lAli BEWPE IIaa bul Mxrn.�Iwe hirt4�XnrabYJtlde9Pwrn�ve�il�X¢�IX`Ik�rlhol ro'NJ�Nonek9axlPq>alYFcwFwale lrttla$In lovadl [J49aeVP�. ®mA' gYWcaletlala pevenrGrcl11n2MMhMu4 albs Web Q4/q WtlMem�l aYY.PG,Ywxl Mxnpaay[xdparmWnld¢Yq MRek' aegvgyregletl pal2ilyaq bPeVarYCM[pexMnpxdepelnrW Yxry atl PWarrYMrq]a. hnrB hard gM�ce rep�WpXn klxknikx49a[ye.d,f�ery,aslbnadq Ig ollnmeimlpW M1¢rnS ZOaVIL/IPll flu�'CIMXLMeMmtl KA auWlq CaryaxMi da.pmtrSsulsys. 5deh INwmaXm nvdyMe Yan 1M%ole YMNb.219 H.lea SXea1.5MR312.Maxm]b.VhT1314. ]seeps,fL 39910 JM Twe Trym Type Oly ply 11836TOA T14 gOOF SPECIAL 1 1 10200395 Bullring CompOmm Supply, Jecksomre.-132258 8.010 a Apr 202016 MITek Industries,Inc. Weal Jen 1108:12:68201] Paget I0:=MROEH6c2j4VJkUUIYnoy&UN-*WlgONtED RerHMA GWVWM ZwlgyL Wi 54++ +088 tbbzzzse 269-+2 VR 14 3610+ 441+0 SL11 6313 Si10 5-11-646J 682 eb2 80-15 56= Sule=1:16.3 6.00 12 5 3W\\ YA 8 6 y \\ 4 \ Gni i 0x4\\ ] 38 8 2G// q 9 R] p 6 14 g 41 St12= 17 16 16 109th 6 ems= M1o= I^d 20 18 13 31 12 3R 11 46 11 M 11 &8= 0.8 II 549+ 1088 1&8-2 2253 '69-12 2Y 15 36616 µ1L0 5411 5313 6410 6111 4JJ 6 6>1 9-L1 Mto OX (ILYH- 11'9-2-120-0-111 I ID9-38l:OQ 118960,9-3,41 LOADING (paB SPACING 280 CSI. DER. in (bc) "I Ld PIATES GRIP TCU- 20.0 Plate Gdp DOL 1.25 TC 0.41 Vert(U-) D231113 >937 240 vff 0 2441199 TOOL 10.0 Lauber DOL 1.25 BC OD Ven(1L) 44711-13 > m 180 BOLL 0.0Rap Street nor YES WE 0.95 Hez(TL) 0.02 13 We Na BCDL 10.0 Code FBC2014?PI2007 Mali Weight Mlb FT=20% LUMBER- BRACMG- TOPCHORD 2x4 SP NO.2 TOP CHORD Stdual wood sheathing drecny applie!m 3A9 m pudlns. BOT CHORD 2W SP No.2'ElsepF BOT CHORD Rigid palling theory applied or 169-0 a badng, Except 3-18.6-lS 2x4 SP No.3 600 m bracing:14-15 WEBS 2x4 SP No.3 405 pa brads 1314. OTHERS 2x4 SP No.3 i Row of midpt 644 WEDGE WEBS 1Row of mldpt 4-15 (et 20 SP NOS,Right:2x4 SP No.3 Web Bracy Laglh(member) 6312(7-13); REACTION& givepre) 1=105th ,1S=18670.2-15,1OE7&ad-" Max Hoa 1=220(LC11) Max Uplift 1=-148(LC 12),13=-128(LC 12),10-122(LC 12) M.G.1=1050(LC 1),13=IM7(LC+),10=712(LC 18) FORCES, (b)-Mer.COmp.A4ax.Ten.-Allfomes250(lb)orkmcepiw sho . TOP CHORD 1-2-1787090.2-3=2 2 0 34]3,3J-121805$45-5)8299,55=JBN315. 67-106!250,]-0=-882/30],g-10=1093028 BOT CHORD 1-20=-27&1611,3-18=b4/675,16-18-28fl202],15-16-961112],1314-131&124, 614=-125&135,11-13=-]&445,10-11-215A117 WEBS 2-20=S lS9,18-28-291/1686,2-18-24424,]-13=E981161,711-41/5]3, 9-11=34&t]4,316=1055223,4-16-511130,4-15-1035035,6-15899 NOTES 1)UrDalanpad rod live loads have been considered for MIs design. 2)Wind:ASCE 7-19-,Vul1=130mph(3-amend gust)VasaW 01 mph;TCDL3.0paf;BCDII—S.opsF,1k25ft;B=45X;L ft;save3ft;Cat. II;EV B;End.,GCpi=0.18;MFRS(Gredbn&)and C-C Erhoor(2)000 to 4-5-14,ble0ell)4-5-14 to 22-5 8,Ederim(2122-59 to 2611 82one;C-C for members and fomes&MFRS for reactions am=;Lumber DOL-1.60 plate grip DOL=1.W 3)All plates are 4x5 MRO unless OtheMss Indicated. 4)This truss hes bean designed for a 10.0 psi bonen chop live bed m rrorxvrrem xlth any other five loads. 5)-This truss has been deelgned for a live load of 20.Opst on the bosom Marc!in ell areas wbee a mdangle 35-0 tell by 2-00 wide MII fit between the bonen ctprd and any other members,with BCDL=10.0,81. 6)Protide mechanical connection(by odlers)of muss to bead i;plate el fronts)13. 7)Provide mechanical omne ton(by Others)of mum to beeRg plate capable of WrhslaldXg 100 lb uplift at joint(s)except gt=16) 1-146,13T28.10=122. Q WIaB.VY x4ylnpvwrMgv¢ntl RFAe HOTE5 PY I1tl5IXO 1NCLWEe IMEI[aEFEaXCE pA6E MPl<l]ror.I6Rvaa' ... .. pengn.m ream�Wmrxl�ao�clow.nsa�aea,eorvne>onw�l�e�.eaela�raMa.r cea�«,�mr�r�o1 InmryLan.asMa YeWy9 tlapw�ma1ra11ynwgyecWlNolda,Un WurelenudpaGx,IVM^ilK.ate lM da4}nlnlolMow.val bldlgdelY�.& JpYeMdeykbgewmidrttlap MlmM]uS MmwMsad/achxtlmemCm pYr.AIXen�xv8lempaaymOpennrra�i lv 1p kdwW.�.gYa11a M1A1lrableltiavmicWgte Wil,p..yMe .x keaYudPWamYdanu]e. fagamrtl ex]vice rey Q,9 Pw MITek' IWkMbrtAw3a.43WaV.meclkn e4eolnawaMMmaryie'a f� 1 MWwMI1MN W01CNkWnOCempwwa TW.G.M Evg6M lease rAmmdlm oxAmenom Ina Pus,rvffin ,2te N.Iaaasset.ane 312.Nexandam.VAvla . Tama,Ft 3m1, Job Trus T.Type CRY my 0200388 1leseroa T16 ROOF SPEcwL 1 i Job Raferese a tonal Buildup GompallBM Supply, JeCkso er,F132258 &Mv s Mr 202016 as i of adamant ,Irc. Wid Jan 1108:12:58201] Paget ID:v MEH&214VAUUIY"iUKMOVAIO LHB P_Hlb"ZvpOteTynanDVntrai 6s9 ixlo4 1830 zzae 9-n.to 3])-z 382-10 i4.neA e-sb &411 0.411 3-z.e abz 6]-0 S). 8 SB ®8= Si:810 GW 12 6 2M II 20 5 2B 34 11 s a 4,5. m 4 y6 3 aB E4 2 &4 2 z) 10 30 8 15 31 32 11(n re ]NO= 4,8 9 13 34 12 d 20 18 10 1) H 49 II Zk4 W= w 1 aks= 3B= 45= 3,8 and= 459 12-101 1830 01110 ffi 12 (14-414 45-0 4611 µ1t 8810 8 422 8$2 PNfe Ousels lXYl-- 11'0-2-1260-11111 T038 EEo Lf16'Od-062-0I18'03E EOpaI LOADING(ps1, SPACING- 2-00 CSI. DEFL in (loo) Well W PLATES ORIP TCLL 20.0 Far.GM1p DOL f.25 TG 1µ Vwl(LL) -0.321516 >99B 240 MF20 24V190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vari -0.661516 X508 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(FL) 0.02 14 We Ne BCDL 10.0 Code FBC201MPI20W Win. WMgM:2]91D FT=20% LUMBER- BRACING TOP CHORD Ni TOPCHORD Brushers wood Meanie brectl or BOT CHORD 2x4 SP N0.2•EXfW BOTCHORD Rigid wgln dlrectl g or -20 oce0aoing. putlim. S1],]-14:2M SP No.3 WEBS T- g Yapplie 2orSPNs bbsing. Brew: 20 a No.3ge0 WEBS 2x4 SP No.3 Fasten(2A) T a,M l o.ii nen in edge b unstan t. OTHERS 2x4 SP No.3 Grace must Gin90 dsa 31n minimum erq dstsw. WEDGE Brece must cover 90%af web length. Lell:2x4 SP No.3,Right 2x4 SP No.3 REACTONS. (bhlze) 1=1100/0.58,16=186&0.2-15,11b31MSB Mex Hour 1=-220(LC 10) Mex Upllfl 1=-154(LC 12),l4-120(LG 12),11=123(LC 12) Mex G.1=1100(LC1),14=1852(LC1),ll�l(LC18) FORCES. (b)-Max.Comp.IMax.Ten.-adfomes 25o(Ib)wleu except Wien shown. TOP CHORD 1-2=1065/404,2i=1384/36],45=1031349,56-990/431,0].14&950, ]8=-89/25],840=-]BD311,1011-964331 BOT CHORD 1-20=-2)&1165,10-2 t?M1650,i16=-300i 15-16=/518,1415=-1380/125, 7-15113651 12-14=-813]1,11-12-222%107 WEBS 818=-239/1213,8-15=-1134N,8-14=-83]/183,8-12---01532,1012=322/16, 2-181 1618-1491M.4-18—415/140 NOTED 1)Unbalanced roof live loans have been considered for this tlulgn. 2)WIM:ASCE]-I0;Vult=130mph(3aacand gut)Vasd=101mph;TCDl-5.epst;BCDL .O f;R25f1:B�5ff;L- ft.eavaifift Cat. II;Exp B;Encl.,GOpi=0.16;MFRS(Mmotiome)aM C-C Effluent 0.00104-5-14,Intedw(1)4-5-14122-5$Fiarledont!)22-58 026-1182 ,,C C for members and forces&MFRS for bastions sllovm;Wmber DOL=1.60 plate grip DO1=1.80 3)TNs true has been designed for a 10.0 p rf tbi cMN live bad rbMonCurrenl Wth any,other IMe loads. 4)•This true has been deslgwd lora Iles load of 2 opsf an me Whom chord In A areas vTare a nommtile 38-0IMI by2-0-0sale All fit between the bottom clwrd and any Weer members,with BCDL=lotunfl. 5)Provide msM1aniwl connector(by others)of buss to bearing plate at)oint(s)14. 6)Proem,meorai l commotion(by others)of Imes to baying plate capable of atfhslanding 1000 uplift at lMnl(s)except lit=11b) 1=154,14=120,11=123. T!Washing;Additional permanent and sharply bredng for truss system(not pad of this component design)Is always fird . Q WAMINO VwN9'Atlp/�rerylw'eyq pFAe NOTES PV PX3 ANa AYCLWEa NRExflEfFMH[E IdaE I6Va9rer.hoebojaeEEONEaas 1?WT WM1bue NWT AYINA eaxieckx s.IfXtlec{pk[nxeOwYY Wmppamelers9wvn�.oM plolm MLLMMMCeYltlky rnn�mnl.rot M1�maWbmn. fir IIa1'xl letJn luu,sen ofa irtlMlhol Mrat,ch--leant Jn,y. l ,orm amnnlo mu,om ISAUrg Getlgn. b AplM:aletlkbpa�eniW Jlkg IXanNrArJ MlawMoq/aclrvOlreln�rsaYY��LMu✓J lampaaYa'n�mvpntd bg ramlcamolp oramiNerY. 111aoaw `alae¢wmwmaPamrie tYararo aroaly danPBe 9re Bwwla p9mca e9adxonw Bk IYIX:Yq o2nmasad Puaryub,31t9 lsixon l4Aa314.ww.pM4W and BL.M auNp(sngOb,Ml WWPuh aE.dh BN4. SOIMy WpmaXon aWNde Oen Ilw Prole hMMe,RIa N.lee Alaet Slle]IZ.OlaxavJYy VFY1314. ianq.R 33910 Job T. T.Type ON Ply 10200397 11898TOA T18 ROOF SPECIAL 1 1 Job Mi Sa "onel BdklirC COmWneM SuppN. Jecbo9r111e,Fl3T256 B.OtOSApf MI 202016 Tekln4umm,Is. WEE Jen 1108:13:002017 P49 10:TROEH6c214VJkUDIYn0y81UI4-Uu3)W 2eOrT8pbmpgH31"BnKee.50EW n1 DrNUYH 6162 1577 Rpi-12 Ytda Ra.p.O 3&r{ 3&213 H110 5162 &85 &&5 NN-: 5&3 6-06 S]b SBJ 8W II Sale-1:]9.6 6.W 12 U12 6 5 p %716 II ae 1 4 s.s33M2 1028 31 11,n r d d RI S 1413 12 9m II bA II 3x8- ma 11 RN II 2B= 24` II are 11 4`10= 4x19= &19$ 15]] 2&19 12 'ffiO0 y{.]8 ff & 392-13 µ11L &192 694 662 ]-]4 S]L 2$11 2-811 SBJ Plam Offs (XY)-- Il'03&Etl0E115'O8-002-0L f1f'0.3B EN21 (14'0.2-150.1 A1i6'O4A 028111)'0.2- 20.1-01118 EEa 0.581 LOAill G- 2-6L CSI, DEFL M (roc) 90aB L/E PLATES CROP TCLL ,P DOL 1.25 TC 0.44 Val(LL) -0.141&17 >999 240 W20 244`190 r DOL 1.25 BC 0.,e VW(TL) -0.M 1&1) >360 180 ess Incr YES WB 0.74 Harz(Il) -0.0311 Ne Na BC201MP120W Matllx-MS We1gM:28]10 FT=2(r% LUBBER- BRACING TOP CHORD 2x4SPNo.2 TOPCHORD 81ruc1uralwOOEsheaWNdr yappllWor4 5oc Wlllm. BOT CHORD 2x4 SP No.2'Excear SOTCHORD RiodE IJIgdre yaWle or3-1-13mbmdng. Except: 518,7-15:2x4SPNo.3 1Rowatml,pt SP WEBS 2x4SPNo.3 WEDGE Left:2x4 SP NOS,Right:2x4 SP No.3 REACIBONS. "ize) 1=)BBN58,18=18PN2-15,t t=B51N5-8 Max HOG 1=-220(LC 10) Mex Uyllft 1=-149(LC 12),18-91(LC 12),11—lW(LC 12) Mex G.1=775(LO 21),18=1966(LC 17),11=e58(LG 22) FORCES. (Ib)-Mm.Comp.AAax Ten.-qll toms 250 gq al��exwpl Mien shovm. TOP CHORD 1-2=11983]4,24 332.4-5_-834`445,� lrJ45,&]—9)&479, 7m93&388,&10-11 BB369,10.11-159ab2 BOTCHORD 1-21=-247/1018,19-21=24)/1018,1]-18-18251199,51)-1737236,]-16=-381/199, 12-13-2841981,11-12=-264/1361 WEBS 2-21=0265,2 1 9—59'L168,4-19=i6flH98,1(Y13=422/141,1516=-188/1055, &18=812/100,fsiS=-312/580,5-19=-230/1036,5-169zE03 NOTES 1)Unbalance,fool Iive loade Deva been correctional for Nle Emign, 2)WIrM:ASCE 7-10;VJL-1 Wreath(Ssmond glad)Vastl=101 had,TCD".Opsf;BCDLiOIvq h=25ft;B-151t;L fsft;eapi Cel. II;Exp B;E.L.GCpi=0.18;MFRS(,Irectional)and C-C Exlerlor(2)0-0-01066-14,kee,Or(1)4-5-14 to 22-58,Exterior(2)22-SB to 26-116 zme;C-C for members and lodes 8 MFRS for reacticros shear,Wmber Wl--1 W plate trip DOL=1.W 3)This inss him been,eagrwtl for a 10.0 pit bottom cher,INe load nonconconalt*In any other Ilve bands. 4)-This buss has been tlmigneof for a live lead of 20.0psf on the bottom MOM In all ares Mlere a recten le 36-0 tall by 2-0-0"do MII fit bePNeen the Doltorn chord mdI arty oMet manbere,Mm BCDL-10.0psf. 5)Provlda anielm eel connecllon(by Othm)Of twas to beebng plate at Idnt(s)18. 6) Prom,e Maefa foal oennedlon(by more)of tmm to baseng plate capable of Mtflsterain,1091E uplift at Idnt(s)18 except a Wb) 1=149,11=158. Q NIIWMi-WMy Msryn pyynanneupgEIO NOTE9 qI TM¢gN01NCL 0a E0 MlIENgEiEgINCEYI0EIR14A1w.lO0YAI5ILMM!Wf WYpr W101aueaYYrMM M'IeFFcw,im:loie.Me'MNOn k Wstl WY urnnrvunoMxien�m.crAalw m MENhvr MlOrpcomPMnL rpi nsiylmn e&wo wn.nw I.rtlMrg EefMrier mr¢IvenN Neg4ibSBlyol Eatlgr pimrerars wJ Pc�nY ncwpwge IMOe6;inio R¢ovrdl dldyE r, a«n9lr.cmEENm Pevn,rMrcMrg ornwxxa lnmxreDadMClgM memneNoxv NIXlIFNq lanPwWmE Pam�nernnacne NOW btlwaya reaeM Ia SntAtyaq bPewnicdltpe Mm�sWe psrrdM r¢ryatl PgalY Wn[EAe.ra�r'atl9W�Ce regRring Ilp WhvlkM1fled'ee .EEN�'Y.att:Xmaddsr9Wlruess Odsarr m31mMBW VAV314, 0.Md9 uxllCfllullJrC<4mP4rIMa T. Pab FIMBM. ElYy Irinmpbn wtltlLetan inS%pNxillMe.218 N.lea SlreeL 9Ele 312.PbvuMkL VP2R314. Txrq,fL dm10 Job T. Truss TYps ply Pty 1181T1] ROOFSPECIAL 1 1 T102W368 Jab Faference OMI Bulldog .............. JedmwrvilM,FI32268 B 214VJkr Uiyn 8'UTIGIIXIsa,Ific,1 W1,I JUNE pB zLOU01] ,U ID:ufcmROEHec2l4VJ8UUiYmy8lUflpGOq]C3w81mIL4]rIMUNEV)wtYxLOUYtWxwUYF ear ).av A410 m9P xsa ala ) x )'I-Y - 4 Dib SMt 66B )py IS. 36= Smb=1:)90 3e0 ii 2,v4 II atop iz s e a4 i ) 3,,4. p 30 a41 e Set c st. 3 B 2 10 RB 31 p 13 �4 W2= 1f(n N a 18 is 14 13 12 y3 II 2y4 11 9W- zw II to- 28 zz4 11 319 II luso x1.39 x1 Nd-0 2D11.1 m990 441w )3-0Y FFA 89092 x-119 654 )91 )99 Plate CRseNIXy)- f 'O38 Etlael I6'08-0Edp I I 'D38 Etloel 116'06-o 0.T-0I LOADING Q9fJ SPACING 2-00 CSI. DEFL In Qx) Well LW PLATES GRIP TCU- 20.0 Plate Gdp DOL 1.25 TO D.58 Val(LL) -O.OB 1&1B 5888 290 Mp20 214/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Verl(TL) -0.20 12-14 5999 180 SOUL 0.0 ' Rep Stress Ina YES WB 0.92 HOU(PL) 0.07 11 Na Na BCDL 10.0 Code FBC2014/TPI20W Me I.IS WeMM,29010 FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4SPN0.2 TOPCHORD Structural aced sheathing drecby applied or 4-48w puffins. BUT CHORD 2x4 SP No.2-Euept' BOTCHORD Rlgidc lingdrscllyappllWorlOOOmbmdl , Except 5-18,7-1 S t!e1 SP No.3 4-2-13 oc bracing:1718. WEBS 2x4 SP No.3 1Row at main 5-17 OTHERS 2x4 SP Ne.3 WEBS 1Row at midpt 10-14 WEDGE Wed Brace:Length(member) 7-10-10(415): Led:2W SP No.3,Right:2x4 SP No.3 T-Brace: 2x4 SP No.3-]-1] Fasten(2)() T and I braces to nanow edge d web yAlll 1N (0.131'X3')rens,6in o.c.,wtm Sin minimum end dstance. Brace must cover Bo%oi seed length. REACTIONS. (IWdxe) 1=809N58,10=188]AY2-15,11=B98p5-B Max Hi 1=-220(LC 10) Max Uplift 1=-135(LC 12),18=-142(LC 12),11-140(LC 12) Mar Gmv 1=819(LC 21),l8 lWT(LC 1),11914(LC 22) FORCES. (Ib)-Mai Cori Ten.-All forces 250 Qb)or less except~Shaven. TOP CHORD 1-2-1271/340,24=8ug2B8,4x42]268,61-81)8-3822T), 5-10=823^JG2.1011-14591348 BOTCHORD 1-21-2131118,1821-2184119,18-19-80/ M,1)-15=-122580.5-1)-40)113, 184]925$T-16=98911,12-14-2184228.11-12-2154228 WEBS 2-21�,2-19-62f✓i]4,419=-t 11341,Ota-911112013,J-1]=8531130, 14-16=Jfi869,&1f-SBS4 T,&14=4335.10-14-EB]/1B6,1O129(J02 NOTES 1)Wind: SC roof lure Vloadshave beenconsigush for this 01 rom. 2)11;E ASCE]-1P Vu11=180M(3secontl gust)and C-01mptr,TCpL6,0to 4 BCD-9.0ps1;)4S-I to 22--3511;eeveSR Cel. to Elm B;End.,GC for M;MFRS for c s ANJ entl S f r reactions 600 m 4314,DOL=1(1)4314 to 22-5-a.E10eMr(2)22-SB tot&118er Mai for membersand tones8MWFRS for reactions ahOrAl;Lumber WL=1.80 plate grip OOL1.60 3)Allpleas ere9x5MT20gmasao1M1e0.0 at balle0. 4)The buss M1az beenn deignetl la a 10.0 psf do f spousal chordn M loatl bottom concarrenl wrM1 s y arrrer live tloans angle 5)'This tmaa has been tlea8retl lore live lomembers on lie CDL 40.0 In all areas wM1erea rectangle 38-D loll by 2-(1 Mtle x11181 d mac n me bottom cMltl and any)ofother members,diWinng BGD-=10.0)11. 6)Provide mechanical connection @y ahem)of truss to Deering plate at joint(s)Of 8. ])1=135, 8=122.111 connection @y Others)of Iruu to deatlng plate capable of wBM1mendng 10010 uplift etjolnl(s)except Qt=1D) 1=135,g:Adul 11=140. e)Warning:Atltlllional permanent and staDlllly bracing for Imes system(not pen of IM1is component design)Is always mqulred. Q wIMINaYnXy My,pr�,Mx�maaEIe NOTESON)XIa ANa.WLLWEa MrtENaEFEa1HCE PdaE1i)O9 m.falyAl6 BROPE IKE W4a,v3yl ad,anSinn. Ywlm MaeOAconrecWrs.9Atle](y,kM1"�c1uNYw��W'��nclnrs.4wwn.vq plwmYWNMxl bAd89 canpwmt rot Ous Mbm Belleue,Odeeu a ,11 nd II q}YCWINoldo4al MmwlmavJ Y. Mut fa RL tletl�,lnln nq ovaldl kd�woy knW MmaNlo LrevanlcWOD w�lO�lGersgwl MM'uA fNGeM� Iw Wneml Pxavlce epa�gM IdacYp e 1a01kalbn slaupe,delNery,secLLn wJ ttocLy olllwnlaq awgalemx reoaltl/ry11 twIN l:leMad99 OPaxf lC9l eupnOCamp>rxrY 10. Tall all RL EWBId. 3KIP Mwmdlon Oen OmlMle PmIlO4e.210H Lee Street,94@412,Naze AI6 VAYYl9810 Job Tve T11m Type 05Y PIY �711838TOA 710 COMMON ) 1 7102110388 Bulltlirlp Canp0neM Supply, JeckaomllN.F132258 0.010cApr 202018 MITax lMuemee,IM. Wad Jen 1108:13:032017 Peter ID:..ROEH& j4VAUUiY"iUN-I&CLY4WM1mrigSx"MXviwMHXHw VIACIA.@ UYE ]-66 148195 2253 2Ptid WL10 H-0b0 ]-3fi YSB 7-12 ]-59 ]-SB ]88 61B= Scale=181.0 Sao FIT 5 4 5j 661 4 e SYS i A£ 9 7 d5-1 4x6 i 2 8 23 28 1 9 n a to u u z] la z0 uyt to 39 II 24 11 3K= 400 416= tot l l qB 11 a6= 316= ao8 11-n-u 2D1-2 6 zPn-1 31110 u-11-0 ].ta 6l ].sa K:5 ]a8 Plate 0Beets(X.Y1- it D EaRol 19:D4B Edpel LOADING(psfJ SPACING- 200 CSI. DEF(L In pee) Well Ud PLATES GRIP TCU- 20.0 Plate Gdp DOL 1.25 TC 0.71 Ved(') -0.0)13-15 >999 240 Wm 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 VeQIL) -0.1)10-22 >959 180 BCa 0.0 ' Bep Sbess lnu YES WE 0.58 Hopi(1L) 0.03 13 We We BCDL 10.0 Gode FBC2014RPY200) Mania-M$ F WelgM:2"lb F1=20% LUMBER- SWIM- TOP CHORD N4SPNo.2 TOPCHORD Structural word sneetMng directly applim or 501 s¢WIIire. BOT CHORD 914SPNo.2 BOTCHORD Rigid call directly applied or 880 oc bracing. WEBS 2x4SP N0.3 WEBS 1Raw at mlcipt 5-13,613,811,413,2-15 WEDGE Left 2x4 SP No.3,RIgM:2x4 SP No.3 REACTIONS. gWeize) 1 50/DS8,t3=2293/0-38,8�50.0SB Mex Ho¢ 1=220(1010) Mm Uplift 1=-80(LC 12).13=-237(LO 12),9-80(LL 12) Mm Gmv1=]10(LC21),13- 2 (LCi),WTO(LC22) FORCES. (b)-Mat GomPMtm.Ten.-AN lomea 25011b)oriesa mcepl wM1en eM1own. TOP CHORD 1-2=1038225,2-0=393/1]4,4-541/FAS SF WaOS,88=393/1]4,88=1038225 BOT CHORD 1-16=-10808Bq 15-18=105I884,1815=-1 072)9,11-13=-52285,10-11=-1O8R54, 810=-108/854 WEBS i13=-8 8594,8-13.954225,811=1 W54],B-11--6811190,610.-0V312, 4-1?-955225,4-15=-101548,2-15=881/180,2-1fi--01312 NOTES 1)Wind rcatl I71INe loads Have baenccneldered for d1N01mphMai 2)11;E ASCEl., P,Vud=180mphIvW RS(dirntlguN)and C-0 Eider T(2)"-0 to 4-5 B COL�.OPap)45tt; to 22 L8,,Sideear(2) ;Cal. to Exp B;End., C C for.13;MW FRS torcelionel)end S f r reaction)0.0-0104-544,InterDOI-1(1) plate ri 2DOI--5 8,Ex1aMr(2)22-SB m 2811-fi has lormembers and pat 8MWFRSfore draft!mconwn;LumberWL-1.80 plate grip DOL-1.fi0 3)TNe trues l been r deognedor a 10.0 pea bottom 0prifdifteftlan bad ord conwnenl wlr0 any other re loads. 4)'This nates les been deslgnM dor a live IoM rof mere o , Oe CDL 10.O In all areas wM1ere a re tarple 36A tall by 2-0-0 wide will ill a,m een diel conn circlet and airy enter members,adorn, BGOL gable el. 5)PrOWde mecM1anical connected(>y pmem)of(ruse 10 beadrq plate capable of wtlM1elentllrq 1001b uplift atjdnt(e)1,9 except gldb) 1323]. A waWB3awMxvAp�Iw=eM aE40 NalE6 Qa IFR AIN NCLWEa MI1ExeEFEMNGE VA6E NR1<i)rer.10AYMr6BEFOflE aSE ' X41 W1]lauvz«Yy MIn INIeAb conwcM.Rt W4}r6L]«YY Wcrrlpamete¢9uwm.mdkl«mYJINtl11d WYMpc«npa,enl,and 0dde'don Bel«eu&Metulhptla6aer muL valh lM¢puealholdal:n Re«rleeinadgme4YYrc«Ivak+RE nlnlo a'e ovelW W.apd4gn.BMgeeMaletlhlo germlGSNnpdhltlNpW11„R WBa«w«cMtlmwMAsaYY�Nh55w5 kmpaaYaWFrenmwrlld¢Yx) MiTeK sR.wwregletl Mn@31haS10 Reventcol�.e vrXa%wMe PolbrSY«1d l*MerlYa�roJe. F«psnertl pXNrce reaiJplln kCMaMa�Ld ae.tltlNaY.eroclbn«✓I INdAp o11I. rylAw{Iam12,.1/RII OroYIy CAW,DeeMatl K31Wtln9Carr,pwnl eeW .11-10M. BaIMY WmmaWn avdlRla pan raasnme Iru1MAe.21e N.Ice 9ree1-S]R911,Nem Sia.VRY131 E. iarrye.FL 33510 JOD TaEs TOM Type Qty Ply T10200fC0 118MMA Tie ROOF SPECIAL 1 1 ot, .02 16fMIT"ce InMitres Bulbllyl Component Supph. JazNsornille,FI32250 8.j4VAUU1r02liUMITekIMusMesllc. Wed Jan 110B:, 201) Page1 ID:vcmROEHfQ14VJkUViVlroyOiUNmleeYu5853zZIcuCY1mMSWtMCPIdhA6UAEMIVD 35-0 ]9E 1126 1fi90 225-8 2}111 3]610 H"7 350 &BB 6014 3112 ]i0 ]-5-9 7-69 P68 0.12 i Scale=IVA &W 12 ) 2W II 18 28 lid M5 i 8 8 3xb i AB •S 8 9 II 3 10 bi 2] 0 2 17 B 1 BS'12= h10 11 jy rc d d 18 18 15 31 1l 13 12 9911 4rS= w 11 a4 11 410— 39= 24 11 3a8 II 45= 35-0 ]-06 tit-B 229-2 Y11fi0 2P11-1 3)410 1 W11 35-0 388 &00 61110 0y$ )SB ]SB )66 Plate Offsets - 11038E a 4:0.2-50-16 :081103-0 1L0.18E a 1]:0360-2-8 18:01-00.30 LORDING(pal SPICING- 2-0-0 CSI. DEAL. In (Ncl Ydefl t/d PUITES GRIP T.. 0 Plate Odp DOL 1.25 TC OBO Ved(LL) -0.171]-1B a999 240 M)20 2M/190 TCDL 10.0 Lumber DOL 1.25 BC 058 Ve11QL) -0.4617-18 a583 180 BCL1 0.0 ' flop Show Mwr YEB WE 0.84 HdmT-) 0.09 15 We Ne BCDL 10.0 Good FBC20147TPF2(07 Meafx-MS Weight 29310 FT=21M LUMBERW BRACING- TOPCHORD 2WSPNo.2 TOPCHORD Sloclualwood~NM dlrectly applled.r5 4ospullne. BOT CHORD bt4 SP W.2'Except' BOT CHORD If&ceiling dlrech,applied or 680 oc Imob g. G18,8-16:2x4 SP No.3 WEBS 1 Row M midpi 895,1013,7-15 WEBS 8th SP III'E.pt- 7-15,15-1 T.2SP No.2 WEDGE Laft 2x4 SP No.3,Right 2x4 SP No.3 RERCTION6 Man,Holv 11=-M(LC 101)1 11/0-5-8,15.277ZASS Mex Uplift 1--53(-C 12),tt-54(LC 8),15-282(LC 12) Mex Grev 1=44A(LC 21),11�21(LC 22),152]M(LC 1j FORCES. (b)-Max.Comp Mtex.Ten.-AM forces 250 gb)or less except When aboen. TOP CHDRD 1-2=653/165,2-3-10TW16],35-113)08),56=200!70,6-7 G ,7-8-161 6-10=-2011/665,10-11-855f294 BOTCHORD 1-2R-103/563,3-18=-251/106,6-17=-4 01218,13-15=-56]/138,12-13=225/891, 11-12=-225/081 WEBS 8-15=-881228,8-13-13/557,1613=-]14/195,10-12 /324,5-17=515037, 5-18=-15411264,2 20=316000,18-20-113/856,2-18=71/384,7-15-1650F221, 1517=966311,7-17-156829 NOTES 1)Unbalanced mot flue franks have been comodered for this design. 2)Wind ASCE 7-10;V W=13IXnph(3-second gust)Vasd=101 mph;TCDL=5.0pi BCDLd.0ew;8250;13-158:L--45b;eaI Cal. 11;Eq B;Ella.,GGT4=0.18;MWFRS(cmacllonN)and C Elderlor(2)080 to 4-5 14,Intedor(1)4-5-14 to 22-58,Exlerbr(2)a Sft to 26116 z oQ;C-C for members and fomes&MFRS for reactions drover; -umber DOL=L(k)dale grip DOI--1&w 3)TNIs tnss has been destined fora 10.0 psf Whom CMN INe bad Iwnconcunenl WIN any other five loads. 4)'This toss has been designed lora live load of 20Dpaf on be Mhom Chord In all areas where a rectangle 3-6-0 tell by 2-0-0 wide M11 fit Mteven the boll..CMN and any other membem,with BCDL=10.Opsl. 5)Pmvlde mechanbal Connection(by others)of toss to bearing plate capable of wllhstaMOg 1001b uplift at Joints) 11 except Oldb)15192. Q WY6MtlwNx AYpnpvrenr��q NEAO NO)RON I)R AIIOWCLUOEa MIIEx eEFFMMGf YA.EYF)4Nnr.IMWN'56EFWiE.SE IMY,T WMI KKuaaYY'+1TM1IIIeE®cmreckn.Rh tlap�k QxxloaY�,fxEaeelersduwm,arvJ kloi on WMMf IUWpy cmpomnl.ml fimcossoeeMe v¢.IMdWp��m rmrsl r MehIWIhof�Imla�r�amwRnaggKa1Ylwomaa6lM �hAo IM ove�aY wari9d6a96. a�wx�ecrneexwwe.�6611�nnaae.mlwaew.aa/aawram6�6�sa+r.reoe.�n laml>orovmacemq�aela6are M ek' aaw��pw661ana�MYmaro.mrremoalw6r,1m P6mlepaimna y5v m9 w6palY d:m.Ba. ra Bmea rd46aK6 reoaao non IbL31aW"w,�a/M',aecMmylmcppullnmefagM1w MlBlmwaNNMIBV/yQMgD6FHaN M]IYMgCarywenl VV YS Fem Bid. 9lMY Irdmndlan OvdRie M1an eialMle MMe.41e N Lee5M1ee1. or5Jle]I1,Nexuelb.VR?T]l4. iur0e.0.39610 Job Tr1es TIISA OtY Ply 0290401 T1636TOA T20 GABLE 1 1 .Mb RWororco(optorx) Burping Cormorant Bawly, Jecksom111e,F1 MN 6.0105 AV 202018 011 KaiInamstras.IK. Wad J11[6:13:082017 Pagel ID:uramREHec2plVALUnnoy6NN-UFL 6P_hDHXv28JyvEXX1'sV1ddfa5OsSSHewUYB 359 716 i 114E 1Std 10 2212 226 '28-110 1 3S16B U-11-0 35-0 366 <-0O 60.0 0'130 BD2 04E 6Se ]'1E 36) TOP CHORD MUST BE BRACED BY END JACkCS,_1.83q 55s= ROOF DIAPHRAGM,OR PROPERLY CONINE PURLI AS SPECIFIED. 1 SWG 14 16 10 -IDI 600 12 '0' 12 are 0 05 n ] 1 602% e 0 �\ 45 25 26 6 i 3 a d 3 = H 2 33 I 602 hl0- - 27 36 a 32 31 4 fip ze as 28 e 35r 11 4Fb= 46= h10= 4M= 36 II 35E )-1-e War 1 Wlif 364P8 W12 a5-0 36E soo 6n-le 6c14 ]-n-e 331 Plate OYNeN - t:a3-eE a 4:05-0030 B:0O-12E 15:0800.28 23:004E a 2).U38E 260.30 Etl 33.0.'1-B02S 31.01-003-0 LOADING(pst) SPACING- 2-00 C61. DEFL In (Iw) [Audi W PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TO 0.11 Ved(LL) -0.1]3334 >909 240 Ni 244190 TCOL 10.0 Lumber DOL 1.25 SC 0.5] Ved(TL) -0.4)3334 >559 180 BOLL S. Rep Strew lncr YES WB O.B] Horz(TL) O.OB 31 We Ne BCDL 10.0 Code FBC2014fP2001 Meblx-MS Weight Mr)to FT=20% LUMBER- BRACING TOPCHORD 2x4 SP No.2'Except' TOP CHORD Structural Waal sheathing dredly applied or 5-1-1 do purlins. 1-24:2r6 SP No.2 BOT CHORD Rlgfd calbg directly applletl or 600 oc mai BOT CHORD 2x4 SP No.2'Except' WEBS I%w at Inapt 15-31 335,632:2190 SP Imi Web Brace:Length(member) 60-0(20.30); WEBS 2x4 SP N0.3'Except' JOINTS 1 Brace at JI(s):15,11,19 3133:256 SP Nc.2 OTHERS 2X4 SP No.3 WEDGE LSA:2x4 SP Ni Right:2x4 SP No.3 REACTIONS. fildie el 1=433158,31268461-33,2]�16U58 Max Hod, 1=212(LC11) Max Uplift 1=82(LC 12),31-328(LC 12),2]-6)(LC 12) Mex Orem I-Vl(ILC 21),31-2 19(LC 1)),2]e6i 22) FORCES. (n)-Mex Comp.IMar.Ten.-Mfome3250(Ib)alersemeptetlen&rown. TOP CHORD 1-2=68611e7,2 3-11 704M)().35=12191235,58 /635 B-]=d526,1-B=4540, 8-9=145260,9.11-147-280,11-13=145280,1315=145260,15-11=403297, 1)-19-483291,151-21-4831297,21-23=-483297,2324=62536.242E901 26-2]=86)202,0-10-1861/30,10-12=10.9011,12-14=116gM.14-16-T]B9], 16-181: 1,18-20=-1 t 1008 20.22=1360181,22-23=-118901 BOTCHORD 13E-118382833=301/69,30.31-892211,2830=51413$2]-28-140/)01 WEBS 3131=-1041254,1533=-57-10215-31=2115448.1530-1358056,24-30=65&184, 232E53]261,533=-5)5883,5-34=156112),236-3381110,343E-12]18]5, 234_--30842,15-16=669114,24-26=27910M NOTES 1)Unbalanced mat live Ideas have own considered fa NIS design. 2)Wing ASCE)-1,VJL-13omp11(3seoond gust)Vasd=l01 mph;TCD =i BCDL=5.0001 h=250;B=451q 4-4511;eeve=91;Cat. 11;EW B;Emi G0p1=0.18:MFRS(tlirectional)and C-C ExNdor(2)0-0-0to 45-14,Intedor(1)45-14 to 22-5E,Exuarii 1600 to 27-113,Inrad0r(1)2611-0 to 4441-0 2one;C-C for members and farces&MFRS for Stardom shown:Lumber DOL=1.60 plate Strip DOL=1 60 3)Taxes designed for wend loads In the plane of the Wes only. For stutls eximsed to Send(tunnel 10 the lace),see Standard Industry Gabe End Details as applicable,or consull qualllletl bugling designer as per ANSIRPI 1. 4)monde adequate drainage to prevent water pontlirg. 5)All pfares are 2x4 MT20 Jr.offered..Intllcatrd. e)Ger.studs spaced at 1L Oa. ))This truss has bred designed for a 10.0 psi bottom chont live Toed nonociv nt Win any oMer INe loads. 8)'This truss has been d..I,W for a live load 0t 20XIFSt On the bottom chord in at areas Stara a rectangle 3 6-0 tell by 2-0.0 Was SAI fit retained the bottom Chad end ally other members,Sign BCDL=Murat. QWIeIIW-aid,ManpE'eMwX�p pE4a Na1EE IXI MRANO NLLUOEOWIEaeEFEIYXCE F4aE.LLR)4Am.larYM59EFOaEV.E o9.vn wfe ra�a4ved64A1exaaoddeawa.nwa�abav,a ywonr.>�a,feao,ow,,.a,el:lormedaewi�a r.Aed9�amporedl dol aMaT BBMa Ain M4M1q `4�"nnMvennll¢4SKWm«d.1-fare orenne+Weev FcwWote Tepa anaEar ,I WMry1�MYp1.6afgpxxmlaaaro ae.aatdw59 oreaMaa dreweoaielaewememae3 Inv.uwwwlemPaav ap�ma�anlawld9 eaway.�wAeea.emnvaato aaVedladlaMa wmrowMelaSwrmeaownraa�.Na. ra aedad Weawore9aarelno Safely ma FMeaenAn RolduM«18 Ni tee 31Zstternal OA COIMC.p9B89aq K9 W6q Cmpwre WNGW EMBW. 9dMy IlMntllen P✓.1dye M1an M1us Rale 5'¢SMe.RIB N.Iee Steel.3lle 312 Nnatlla VAY2314. Tsals.R 39810 Job ---- truss Trw type G6y Ply 11030TOR T20 (MME 1 1 lOWD4Dl pWanp , B pJb Re0l Mndusohriaelb) NTS ID:vmREH& 14VJkUUIYnoyBiUKilFZ6P_bD H,Ibn2&W1y EJ%mK1SV1o0EaTa35O2No9EIxPwegUeY2 9)Provide meohanlcal wnnsclion(byotbms)of imss to bearing plate capable of WiBgtanding 1001b uplRl W)WnQs)1,27e%cept O=1b)31=320, 10)Glaphiml pudin representation does rot depict the alis or the orlwtaton of the pu01n aloft,this lop and/or bW Wm chord. QWAIINWepnlly�'a^W'+^NrNFNKgEAe NeIEb IXI TLLS ANe XICL UVEVWEIgEFEggMCE lgpEbi)?J rFv.le0.YMIb BFfOMVSE p9g�Wtllw us wYYwAIn IN1eM9cauucWrs.RhtleYtl�hlvetl WYUPwrnaanelas NwniaMhlwmlMY.kMpldidrp e:wnpwwnl.rot �� PrmaWan BMc2 XnpMip dYWa WupYdYy Me nFacdllNatle;br psmierersadlM9lYhcwF^r-are 1M0aL}rmolreocerdl� Mi G�Oir.WVtl'q�Mk'vlalYblxBVMiLU M9MhTMdlrwY.mbatl/vclwememl9r5pYY.M1]awYb bmnuuVmOFarruaenlbsV4 MiTek kdNgyrepie0lwgd�tlpyaybpevwOcdlq`e Mh p>IIIMe Pw#Xq Y.Fyuglac{arlYMn�¢. rppsrprd pbN.ncefeaOtllq Ta lalalwlL i.Maoy.�16/Nrl.a%M W1MacMgolMmfeaMlnmryMeim,fee/Dalggl GVfly OXnA.WBdaaM ICL Wb10CMIWIMN 600<peEat 9dtlY MEwnwXon wN2ie0wn L�FMe turNte,210 N.lee faoot,WW 312 NvaOYbla VAMl4 FL. Tempe,FL 93610D Jog Truss Truss Type OtY Pty 0200 02 119%TOA T21 HIP 1 1 JJb Pe1BI611Ce betel BIYMmg..parse.SUPoIY. Jaol R32266 8.010 s Apr 202016 MITe2 Industries,Inc. Wed Jan 1109:13:0]201] Paget 350 ]-18 1146 1480 s-t n.. ID:uremROEHBC214VJBUUIYa,8IVN-AEp1BN11_LB03dJgRT3Y47pBdpCG67dgleM2 UYA ti_8 12 3011-0 3]-0a0 M-1 36U 383 l0-0 2-106 I4 6� 11-10 8814 6160 ]-0] Svele=l:]]5 ae zw II x5= 4x10= 5 6 l 210 ma 31 92 am II Son IFIz 416 a 9W II 415 3 2Ase10 415 2] 34 2 6 1] 1 3e12= T110 11 )8I$I a 20 19 16 15 35 14 13 12 ass II _ w I' 2x4 II b5= ads 24 II 3+a II 4.m= 15-0 ]-L3 140.0 1549 z21s (Wn-0 T-tae 44-11-0 380 3108 eta e� 11-to act4 e-tta ]-a] Plate OBselsl%VI__U:638 Ed0e1 15 0.3-0 0-2-0I I11:Q3A.Etl0al 11):0880-28L IIBOLU 0801 LOADING(pap SPACING- 20.0 CSI. DER. M (bc) IdeaW PLATES GRIP TCLL 20.0 Plane G,DOL 125 TC 093 Venda) -0.181]-iB 998 240 6820 244/190 TCOL 10.0 Lvnber DOL 1.25 BC 0.58 Verf -0.491]-10 >542 1. BCLL 0.0 ' flap Sire»ba YES WB 0.82 HOG(TL) 0.11 15 We We BCDL 10.0 Coda FBC2014?PVgD0) Matrix-MS Weight-2671 FT=2035 LUMBER- BRACING- TOP CHORD 2x4SPNo.2 TOPCHORD Slmdur4lwoodsheaihingdilecllyappliedol2-20.,nens. BOTCHORD 2x4 SP No.2'Epmepr BOTCHORD WgIdce9ingolw1h,apptWor1Q00ocbralug, Except 319,6-16:2x4 SP No.3 60-0oc brecbg:15-16 WEBS 2x4 SP No.3'Except' S3-13 oc bracing:1315. 15-1] 2116 SP No.2 WEBS 1Row M midpt 815 WEDGE l ft:2W SP NO.3,Right 2x4 SP ell REACTIONS. (Ib91ze) 15455]A}38,1719]Po5-8,11=539Po-58 Mar Hoe 1-137(LC 101 Mex UpIR 15-20B(LC 12).1=83(LC 12),11-8)(LC 121 Mau Gray 15=255](LC 1),id131LC 2Q,ll9 7(LC 22) FORCES, (b) Mast.Comp.AAx.Tan.-All forces 250 gb)or less except sell Moen. TOP CHORD 1-2=-]8811102,28-1464294,34=14917/348.4-5=0342,5-6=0V304,6"NH, 412-340251,10.11=9w186 BOT CHORD 1-22-11]/870,1]-18=53254,617=420/143,1315=10(3298,12-13=-10WB5, 11-12=-103985 WEBS 161]=-1155131 8,B-1]-130948.8-15-1981/451,&13=-289/1403,&13_--0391153, 10.13_-68G21Ii,16129284,2-20-402/113,18-20=425e`81,2-18=-B01824, 4-17=842235.4-18=-228113)] NOTES 1)Unbalanced root has loads have been wnsideretl for has dealgn, 2)WIn0:ASCE 7-10;VIl1=130rnph(3,wond gust)Vasd=101 mph;TCDL=S 0gbg;BCOL-5.Ops1;R25h;B-45fl;1,1511;baa a 1,Cal. ll;Eds B;End.,GGpI=0.18;MFRS(dtredlonal)araC C-C Exteibr(2)06010 4-514,IntMor(1)4514 to Ie-0.0,ball 14-0-0 to 3]34,Iminme(t)37-34 to 44-11-0ame;C-C br members and bet®8 MFRS he rexd..stlown;Wmber DOL-1.60 plan gdp DOL-1.60 3)Provide adequate drainage to prevent water ponding. 4)THIS truss has bean designed for a 10.0 pal bottom chord Iles bad notoonouRent Win any oter INe loads. 5)-This truss has been designed toe a Ilve load of 20,0,af on the bottom chord In all areas suers a rectangle 3-0-0 tall by2-0 O wide wall hl between the bottom chord arch any other member;w1M BOOL=10.0pse. 6)Pmedol mechanical connedlon(by othom)of Muss to beadre,plate capable of wlthsterf 10016 upllt at longs)1,11 except gt=lb)151Ss. �W1aHp6-YMry ONpnpaxmrmWaExa NOTEe 0NTM6PNa b6tYOEa MIIEN FEFEF4NCE Gx aE Me11]>1>v.1a9YMIbeEPoPEVSE tl�WNro,uv WY`MT MILLYDcrnnwdoa alt W.64ne W.x]oNY upas W�onnlers Tuwn aglsf«,n YVJMd#'WYtl're c«npsunl.mi aM1pmrytlem BSlwe m.Me blltlrp 0aY3rw numl vp4ty iMq�rMkxaMINal J,hap pnamnlnnartl opxny F[:gpaoM ttlatleg7p N1o1Movgo4 a41p a,.qn. B1a:n0mxmedelo wNVAm a,.�lma„rlrnlWd«4InN..ebmala=mid mnml�aer-Aaolwa Rmpaayoq{mrv�enlamYlO a JvnM repallrvvl r«:IOWNmaloµnvenicalgne Wil,�sF4celswrJayera✓>wWemd�pt]a. f 361,89 1.11e,fol le IalhkalM1rt sl«qR.aapvery.aecllmm]dwiq of inmsvaWllwry[Iemc wMX51/MI OudNCMaM,pL�aVaM aCL autlnp Canppxnl bW vub a.. !glNylnlwmvYwn.lWtlle M1«n ane Rale MBMe,419 N.1ee 5M1ee1.911e>11,Neicxtlna.VA RR]14. hare,FL able Job T111ma Tues Type Ory My 11830TOA T22 HIP 1 1 Job Rartauaro�(optional) TIM—]03 BulMllg CPnponxdBwPy, Jacksonvene,F132258 0.010 a Apr 202018 Mi Tek lrAuaMee,Ilc. Wed Jan 1108:1 TO MI 7 Papa 10:ummROEH 2j4VJkUUiY"UNE Too9HH ONM_5Tx TOaIJPgBeO50CIrQmUv0 80] 12-00 P4-0 M-1-2 V] wit0 36169 "1b0 6O] 311-8 St-0 441-11 541 SR-13 54F9 ep] Stele=1:]8.2 h1O c 2411 4x10=36= 4a5= las I/ &[O 12 32e 4 R8 W S 6 31 W] 833 4,,51 6E. 22 9, 26 35 A 4l 10 q d' to 18 17 16 16 f4 13 12 1f 76 3� 24 II 05= 9B= w II 4y5= = 4AO= bn II 3a8 II .10= BU] 1200 1]-f-] 22-1-2 9{3 32-01L 3B1UB µfl-0 8-0] 5-119 Sl-0 TM1-11 SLt 6613 6111 Bd] Plate Operas OLYI- 11:0-38EAG],L:0-0J162-01110:009.Edwl LOADING(nag SPACING 200 CSI. DER. in (lot) ede0 w PUTFS GRIP TLLL 200 Plate Grp DOL 1.25 TC 0.3] Ver(LL) -0.0411-12 >BBB 240 Nf120 241/190 TCDL 10.0 Limber DOL 1.25 BC 0.38 Ve"(TL) -0.1311-12 >999 lw SCLL 00 ' Rap Stress Incr YES WE 0]2 Horz(TL) 0.03 10 We we BCDL 10.0 Cocke FBC2014 PI2007 Malrb AAS WORN:259 to Fir=20% LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOPCHORD Structural wood sheatMnp tlimedy applied or SIR oc Purim. BOT CHORD 2x4 SP No.2 BOT CHORD Ngid on inn direogyapplied or 1000 oc bmdng, Except: WEBS 2x4 SP No.3 60-0 no bracing:15-16,14-15. WEDGE WEBS 1Rowat truant 515 Lee:2x4 SP No.3,RIgM:2x4 SP No.3 REACTIONS. (lb/size) t=703Gd8,1R]3fl/0-50,15=215Zb-38 Mml Hou 1=118(LC11) Max Uplift 1=8 (UC 12).10-BB(LC 12),15=-225(LC 12) Max Gmv 1=]31(LC21),10=]65(LC22),1rz2152(LC 1) FORCE& (Io)-Max Comp.Mlex.Ten.-All fomes 250 gb)or lase exce d when an., TOP CHORD 1-2=114 22 5],2-3=dT9YdG.79=5582",S -712221,9-1 0=-12112]5 BOTCHORD 1-19=-18]/962,16-19-18]/962,16-18-M501. lbiS=-596!18], 11-12-191/1022,10-11-191n022 WEBS 2-1B=-WW191,318-W420,9-12-53&190,515=2C0Wb50,316=-595H31, 416=-32W147,5-16-21&1084,7-12-12&5]1,]-14-A5221,5-14=418111W NOTEG 1)Unbalenceck routines loetls have been r iderad for Mia design. 2)Wird:ASCE 7-10;Vud=130rnph(3-second g1eQ Vasd=101mph;TCDL=S.Opaf;BCDLd.Opsq tr251t;13 451t;1-451t;eave=51t;Cat. 11;Exp B;Encl.,GCpi=0.10;MFRS(directional)end C-C Eldenor(2)00-0to 4-514,Intenor(1)4&141012-0-0,Exlenor(2)12-0 to 363-4,Inledor(1)3P34 to 4411-0 zory C-C for mw Wm and forces 8 MFRS for reacgons 5lclan;Wmber 001=1.60 plate gdp DOLr1.80 3)Provide adequate drainage to prevent water ponding. 4)Thls truss has noun deslgneck for a 10.0 psf bottom chorck live Io el IldnmmlrtM[wtlM airy ogler I'Ne Ioatls. 5)'Tllia t.has been designed fora live load of 20 Opsf on Una oottan clbrd in all arses Mem a rectangle 3 tall by 200 wade v411 It between Me bottom vWrd and e,abler memoels. 6)Pmvldo mechanical connedlon(by o6tem)of truss to boarng,plate capaule of wiMstandllg 100 to uplift at loinl(s)1,10 except Qklb)15425. Q waaxwcv try-neon ez lYtl{n Wle lw,meNyMm MlekNcwnmlors.RlsaoS aDaM wY u n anelwx.4wwrt rob tiwmtuYUMM Weare compwunt rot191 dbm aMwa.�Iwe m.ll¢d W ng dawA�w meal vanh ne gnucm 4iN d daYq�rn'xmreiert me gyrenr Y,rnlw�aR et��Mo M Quem Mp�LLy� ltracl»2✓JcaletlabPeuenlareltl�p ollMiM13WlmcwebcM/a dwvtl manbarsaer.bmlwtlemµeyed pemweeniMuig MiTek btlWgE1M(e9r bltl[lWyRq bPewnl cdlgrawllM1Pc&de Fdvxr]YeeYoq Pq.'9N Wntp iw pe�p�tlp�xtNry. IepPUlp Te Odtnlbi.aMUN.deYvarevec5maddskgmaueea mOfty mn. Jureeovory 1. Calxb.Wad9 agaC9MMllPCarobnaN re Game Eon eXE. eKly InlanWlo�wtltlb adn tns PabtnxPae,RIe N.Lee Sreal.9Yle 31 R.Nevanmy VRR2d14. iairya.FL 3"10 Job Tmn TvaTYFe 01y Pty 0200 04 11036TH 723 g00F SPECIAL I 1 Job R6fwrwewn timW BulArg ComppwN supply, Jacksonville,FI32256 O-0 44VJX 202016 iUNe pVduseie bOX Wed Jen 111}3:13: D"0 Pagel ID.ummR0EH6CI4VJkUUYroy0iUNapVrpxB.2rllOXMUYo_MNCJD6HPhD2JadOerM117 aA >/J ied 1119 14 I8-1-14 2215 ill 941 -0 3At1 Val8i9N S1A5 611 6419 30d ]-0-0 I-1J 3[ab=1]8.0 6x8= 318= sal 3A II as" 4r5= ban 12 4 5 618 II N13 8 2] ] 28 B 29 aft8 4v5 0 10 2 31 25 32 n A 1 O f8 1] 16 is 14 13 12 SII 3411 Qd= (i 2:4 II ai6= a10= 3d, 11 306= S]-3 10-013 112301 le" 1 22q-2 2853 3L11-0 N-Itd S]-3 6511 823 31P10 5113 &41 B-S13 1060 Pla1e0IlsBle 1:638E 3U3-120.11 4.030 5.004 Ed a .0-0A 030 11.038 Cie 18.0112036 LOADING(psi) SPACING- 280 08170A7epftU-) FL. n (tool Ii W PLATES GRIP TOLL 20.0 FNe Grip DOL 1.25 TC -0.1912-24 >B9B 210 Mi20 24M190 TOOL 100 camber DOL 125 BCr,(TL) -0.531224 >517 180 BCLL 0.0 ' Rep Sbs6lrwr YES WBrz(TL) 002 15 Ne Ne BCDL 10.0 Cable FBC201MP12007 MaWood:2451b FT=213% LUMBER- BRACING- TOPCHORD 34SPNo.2 TOP CHORD Simi wood sheathing directly applied or 4815 oc pudfte. BOT CHORD 34 SP No.2 BOT CHORD Npld o fling d o ctly applied or t0-0-0x gracing, Exwpl: WEBS 2o1 SP N0.3 6-0-0 oc braclN,15-16,14-15. WEDGE WEBS 1Row at mbpt 7-15 Left:2x4 SP N,3.Right 2x4 SP No.3 REACTIONS. Hobl2e) 1520]9/0-38,1_]4N0�8,11_]]4,0-SB Max Hort 1=-109(LC 10) Max Uplift 15-227(LC 12),1-83(LC 12).11—B7(LC 12) Men Grev 15=2078(L01),1=740(LC 1),11=794(LC 22) FORCES. jib) Max.CompAvax.Tert-All forces 250(lb)or leas except Man shown. TOP CHORD 1-2=-11 592 39,23=48050224,3-5-381/222.5t 542/1]1,6-7=4958/177, 7-9=1691106,8 ---7]&23],9-10-9281245,10.11-117WM BOTCHORD 1-18=9589]8,1]-18-15BR76,18-17-8fl/B70,1S18-58&188,14-15=-501A71, 12-14-71469.11-12=-16A WEBS 7-15=-1lM4Zf2,7.14— 2 1200,8-14=E89207,612=7fii 10-12N2M171, 2-17=-:@N131,31]=-181357,3-16--05&105,618-37&10.5,7-16-2298222 NOTES 1)Unbalanced roof live loads have been considered for the dealgn. 2)Wind:ASCE 7-10;Vdt=13Gnph(3second gust)Vasd=101 mph;TCDLd.Opi BCDLS.Opst;R25ft;B=4511;L=45ft;eavw4ftt Cat. ll;EW B;End,GCpi=0.18;MFRS(directional)and C C Edwrio42)0.0-0104-5-14,Intedw(1)4514 be 11-1-0,Etledor(2)11-15 to 364-14,Intedor(1)39114 to 1411-0 mne;GC for members arm forces 8 MJ/FRS for onshore shoes,lumbar DO1=1.80 pate grip DOL=1 60 3)Provide ade0uate drainage to prevent water poreing. 4)The Muss has been designed fora 10.0 pat bosom credo live bad rmnconwnent wire any other live loads. 5)-This Mae has been designed for a live load of 20.Opel fon Ne tonin cliche In all areas where a reshuffle 3-6-0 fall by 2-0-0 Woe wtil Id between the bottom chem and ern other members. 6)Provide macheniral connection My others)of was to basing plate capable of wilbstardirlg 100 to uplift N ioint(e)1,11 except g1=1b)15=227. 7)Graphical pudin representation doe,not depict the aim or the odentetion of Me pudin along the Imp ender beftan credo. Q wAlMxp- sense ON 71115 PNCLYPEOY/Fx IIEFEN4NCE eI4EYY)19 m.I.Is eEEOPE UEE �1wMd In va afy Mn MI&e&ccn¢cim.Mt/lmbe,k Was wYV Wcrr Wrm'aler[MnvaMlvla mfxaNW�1 dtlMg mmpnrenl.ml mwposs Bslwn m.n'e Wk4g emigre mrclvMhlMg4ile.Rilhol UeYS wamelersad praGadVrrcaMc1,ur Mnlnlip—riwdl waw aaprr. a«6ga,a�oreanrowa�ell„�wpenmMaw m�wau«elcroncmmamnarsmv.�EeorrEa nwrw«dpan�ranlawh3 MiTek' kavon..A aibdpl, log1.hmdoh 1..spaanntlrwwmdpla spoil Mi less All 6ew,FL 33610 . kdkalM nwgre.tlaYvafV.a«6M<M a/il:l rlWPiaMWsry[Id'r,c 5eMX91/Mt4E'NyQAM,090daMp K'AFMpCOayWM 6yalV IMTnyIM cvacMe hen Luss(Yale rs11Me.218 N Lce5hee1.9/R]12.Nmogilo.VP Z1J1<. iarrye,FL 39610 JOE Trus True Type IDIy ply 102a04P5 i116sTOA T24 ROOF SPECIAL 1 1 Dole,Compaad Supply, Jecllsamlle,F13MM 6.010asts 2016 MI'as lndsm.,bo. Wed Jen 1106:13:112017 Pets ]-0.0 P40 12-110 1130 p2-- ID:vas & cmRDfi j,VJ1,UUlYrW8iUN3?3E0HA%pOeeO1n46WVPEORI IzEh5ElYRhaw 1Y6 Ild2-ILt 1 ]St3 &00 6cala=1 7114 66\k MI 6.OP12 3 �= 010= 36= 65= 34\\ 0266 6 ] 6 it 2 as t0 1� t] f6 t6 f. 19 12 ff w11 4wi0= = 3411 7m0= 66= F_ P4U ixtt-0 430 221-2 A63 3611-0 1 4411 0 410 51T i0 ]-102 )11 ]613 6P0 Plate Oifsms(XY)- Ito3SEdoel.lt6a28.D0-151.113:03-O.Edoel LOADING into SPACING- 27 CSI. DEFL. in 0.) action! Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.]9 Ved(LL) -0.1717-20 >999 240 MT20 2"190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vell(TL) -0.481]-20 >555 160 BCLL 0.0 Rep Shwa 1. YES WB 0.75 Horz(TL) 003 1 We We BCDL top Code FBC2014/TPI2017 Mebix-MS WaigM:22211,, FT=20% LUMBER- BRACING TOP CHORD 2x4SPNo.2 TOP CHORD Structural w..dsh.mMng directly applled or 2-28 co pulls. BOT CHORD 2x4 SP No.2 BOTCHORD Rigid osi d"appll.d orfi-0-0 oc b.IN. WEBS 2x4 SP No.3 WEDGE Leh:2x4 Be No.3,Right:34 SP No.3 REACTIONS. (11,/51x¢) 141123Od8,1=]161958,iR)53N58 Max Horz 1=-92(LC 10) Mu Uplift 14=225(LC 12),1=64(LC 12),10=-88(LC 121 Mex Gray 14¢122(LC 1),1=71B(LC 1),10=MjLC 22) FORCES. (Ib)-MSL Oomp.R Ten.-Ali foecs 250(lb)or les except Man Mason, TOP CHORD 1-2=1029.274,2-3=8112 82,34=857M7,4-5=-]00245.Sb=-092210, 68=82)21),8-9=812201,910=16-9252 BOT CHORD 1-17=1]1955,161)=67/512,14-1fi=]31/189,12-11,]31/180,11-12=E8,62), a-161642- WEBS 2-17_3]N189,31)=98341.8-10=-1949/d85,6-12=-2]3/1090,3-12=632/219, at t-]49M,5-16=56flr192,818=-271/1402 NOTES 1)UMalanced rod 11.loads have been cosMered fa MIs daslg, 2)Wind:ASCE 7-10;Vint=130mph(3aecond gust)Vase-101 mph;TCD".Opsl;BCDLd.Opsf;R25E;B=451t;b45ft;eaW-5fl;Cel. Il;EV B;End.,GCpi=0.18;MFRS(dinetio W)and C-C Exaloi( 0,0 to 4-514,Interchl)4-514 to 940,Extelbr(2)94-0 to 12-11 0,IMetlor(t)143-0 to 44-11-0 xone;C-C for members and lores 8 MFRS fa raadions shorn;LMnbs DOL-1.60 plate gdp DOL=1.80 3)Provide adequate drainage to prevent water poFAEq, 4)This truss has been designed for a 100 psi Whom drool INe load rxmcoroament win an,other Use bade. 5)•This 11u98 has been de8igned for B Ifve load of 20.0psf on Ire b than chord In at ares Mss a radar&36-0 tall by 2-U-0wlde wit lit between the f orlon had antl., the,members. 6)Provide mechanical connedimi(by fre.)of ins to bearing plate caped.of WthstonsiN 10016 uplift of Idnt(5)1,10 except 01db)14=225. Q IMY"a16eFIOPEVSE EXaTv rx ace ody...-n-..6JVCWan...'w pe-lvrs9wtwJ4ru,metllWAd WWLra cm,gl,enl,rot aybm home uG iMGM11p Ve4W¢r mW vally M.eq'{AkMllyoldef�pmmwEmaglx«i«IYF�wPwaR6ttl�rlxxollw nr&rzl Giennh 6sihn.Hulpaelkdetl Ylopeterll WCNMor MAUYJW aus rceOml/« Mamem[ela Mr.M]MxxlemPaW mtlF ombo.'Ir9 M ek' "'-s'rea mrrlmm mewwwem ecaam whPa9fYe pe�wrM Yy4y ow l><orRrN mnab for cone lVwke re4adfg6'e ItUW VomuedslN ere .ondda%gof In ono111msypemcxseN151/Ml gx/Iy C1eNIgp56d4atl CLMMr4Canpwxnl tell Paha EM 6M. kNry WomNIYLa aWotle p«n hleblMre mrllMe.xle N,rhe Sreel.S11e 312.NevuNb.VR@314. Tenq.FL .1. Job T. T.Type OlY Fry 0200 08 118%TOA T26 ROOF SPECIAL 1 1 JOD is fallres rr 'alwl BulOilp ComporeM Supply, JaduonwiN,FI31258 e.01DSJWUIY &UN-? lntlusaies,Irx. Wetl Jen1106:13: lkA pet ID.wcmROEH&2(4VJMlUIYreyNUN-1NA R]COKgBIIIfiDwXWpKlx2fUc3s901Az12wUY4 ]d0 144Y0 23pB 2]-]-0 314,5 33AA 11-e� ]d-0 PYO 3108 3100 3312 1i- s]8 80-0 ' Ecele=1]89 8a8 11 Bae_ 34 8.00 12 ,pY\\3e6\\ 820 \\ �= ber= 2]4 11 2 R] 21828 3 II 4 '.tl 5 31 8 i no 33 8 R6 31 25 u d t 10 d he t] 18 15 11 t3 12 11 eve 11 45- y®= U10= zi4 it = 2v, II 34 II ye zW II i-Y-0 lY-I YO 1830 2Pe8 Z4ap 9-09 1 3145 �531YI 331b0 Rtt-0 zat 3130 3312 l.ns sYz BOL Plele Offs&s(X,Y1- 110-2-60-0-151 110:033.Edgel LOADING(psi) SPACING 2-0-0 CSI. DEFL m (lac) Utlafl L/tl PLATES GRIP TCLL 20.0 Ns.Ghp DOI 1.25 TC 0.69 Ve1 d(U) -0.14316 = 240 ARA 244/180 TCDL 10.0 Lumber DDL 1.25 BC O.W Ved(TI) 4301&19 X80] 180 BCLL 010Rep Slreslrar YES WB 0.46 Horz(TL) 003 t5 Na Ne &CDL 10.0 Ce, FBC201MPY20D] Ma ix-MS Weight 203 Is FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Situational reotl shoaling Urectlyapplled or 2-24,¢pudlns. BOT CHORD 2W SP No.2 BOT CHORD Rlgltl reillrO drectly epplled or844ac bredrlg, Except: WEBS 2x4SPNo.3 10-00ocbradr :11S,1318. OTHERS N4 SP No.3 WEBS Web Brace:Length(member) 32-1(318); WEDGE Leh 2W SP No$Right 2,4 SP 1,10.3 REACTIONS. A11 beeange 231-8 except gklelgal)1�-53. (ID)- WxHors 1=]2(LC11) Maxupllfl NI11p11h1001borlssatlolM(s)11,1,10,14,12excepl Ir 124(LC 12) Max Grav Allreadlans2Wlborlesat)olnt(s)10,108�ep2tt=531(LC22), 1=e5e(Lc 1),is=n3B0.c 1),t�n3e0.c 1),u�441Lc 2z1.lz�tso(LC 1) FORCES (Ib)-Max Comp.AAex.Ten.-All bmm 250 gb)or lase e¢ept when shown. TOP CHORD 1-2=1335311,2-3=111&331,3d=-114]/33],4-5=-1024284 BOT CHORD 1-10=18//1111,1&18=-16Y1011 WEBS 2-1&4282,S1fc-21N1A2,9-11=36G116,d-16=511/196,515-1030.255, ]-1d=32N129,312=355tl49 NOTES- 1)Unbalanced roof live leads have been conscoal for this design. 2)Wind:ASCE]-10;VM1=130mph(3secobo gust)Vastl=101 mph;TCDLZ.Opsl;&CDL-5.0p 1,h=25f1;B=1511;L ft;eave=S9;Cal. 11;Ext B;Encl.,GCp".16;MFRS(directional,and C-C Exktlor(2)O-0-0 to 4514,Inlerlor(1)4-5-14 to 7d0,ENedd(2)74-0 to 16-3-0,inhalant)164F0 to 44-114)wne;CL for mandate"fomes8 MFRS for]eadions shown;Lumber DOL=1.80 plate gdo DO 1.60 3)Pmvitle a has b e tlmirage to for a 100 par bolding. 4)-Thihis s M1az been tleNpned fore 10.0 to dotlom chortl n M hot ornchord In W murn arty am live laNle 5)'TMs truss has been tlen chord for a Ilya loth of readoe on Ne botlom data In all areaz where a redargle 3S0 tell by2-0-0 wlUe xsll fit eemech the l conn chord and any other members. 8)Protide mechanical 124, on(by others)of Ws to beefing plate wpede of Withstanding 1001D uplla at Idnl(s)11,1,10,14.12. 10 except Ul=Ib)15-124. Q WARNwB'yYp4xlp�pvurxlro mOREAe Natt50H MSAXa AVCLWEeLMEx REFERAXCEYA6EMY]IArev.�ae.Ytelb BEFOREVSE ala�mw%re�waaYieiwsar.,�smilRlnry ir•. f.:atiin ola«+�la��m�er.�wlaN.m w<�renrlamamva�mi�ine l� �'i ddaN�LBv'Ip YdYxaed alo aeeaala<alra ar Y.lwwim®waoaa/o�anxemameo «er-oealYeam lamuo�armaae�a�.,m aaarip mike a Wmnren++uwreknlrymu to wew<+a cdgra rme a.Yx ryNvdrYY¢x4 art wax+m aan�ax. laua�adeXlmce�e9arN9 nye ktak:vYv\Cagle,tlellay.e�eclMad darty olMmecadlnmswlem;.saMHSVINI YYMN calxlo.osadY WIYCA wYyp C4mlyiwnl ww FYN E.see xdWy Ypamxb�4WMK YCT eVa FMu xm8xe.RIe N.lee Seel,Sae 31 R.Pleta�a'Yi VRY131 E. Turye.Fl 3]810 K Job Tmm Tmse TY➢a OIY PIY T10AO00T 11036TOA T26 WILF HIP GIRDER 1 1 wermng wmpalem euppry, daokspallle,FI32256 aD10sAPUA208nddutrne"' ,EBed Jn110B:13:14AtTPage 1 ID:umR0EH0c2)4VJkUiYnoyO0UN-TMIDO08VflaMLyaRENXM 0-0 BO0 600 scale-II13A ail MILER M flW 12 2 0 S I IH1 10 534 II WILED Elxial 3x8 II 4 2RI I IOJ01 2-00 680 — 1oo An Plate OXsds(XY)- 110-2-120-0-]I LOADING W SPACING 2-0-0 CM. DEFL In (lot) Weft I PLATES GRIP TCU 20.0 Plate Go',ML 1.25 TC 0.29 Verl(LL) 0.16 4-5 >440 240 MFA 204/190 TCDL 10A Lumber DOL 125 BC 0.89 Ven(TL) -028 4-5 >247 100 BCLL 00 ' Rep Stress Incr NO WB 004 WU(1L) 004 1 We ole BCDL 10.0 Cade FBC2014 P12007 Mabx MS Weight, lb FT=AO: LUMBER- BRACING. TOP CHORD 2x4 SP NotTOPCHORD Structural nood shashing Urectlyapplletl or&n-0ad pudlns, BOT CHORD 2x4 SP Not exoapt and verticals, WEBS 2x4SP No3 BOTCHORD Rigid ceiling directly applied or 10001z bmdW. WEDGE Left:2114 SP No.3 REACTIONS. QWsid.) 4=25( 11=25&03-8 Max Hort 1=29(LC 8) Max Uplift 4=-118(LC 4),1=94(110 8) FORCES. (lb) Maz.Comp.A4ax,Ten.-AB lomea 250 Qb)w leas except Mien sh ralL NOTES- 1)WiW:ASCE T-10;VUIt=130mph(3-secaW glat)Ve 101mpf1;TCO".Opsf;BCD".ft sF,1k25f1;B-45X;L-24X;eave=4X;Cat. 11;EV B;End.,GCpi=018;MFRS(directbnel);cedllever left egweed;porch IeX egweetl:Lumber DOL=180 plate grip DOL=1.00 2)Provideedmingedraina,mpreventeraterporxlirlg, 3)TNs Imes has been designed fora 10.0 psi Wftom chord me road nnwolwurre rt sun any other INS bads. 4)-This truss has been designed fora Ilve load d 20.0psf on IM1e boXom chord III areas Mlaze a rectangle 3BOIa11 by2 O0 s,i MII 5)Proi db6mN hamceal w re0 ion(baynddartyb)of t maesm10bebrsa. rng plae cpade d MMaMirg 10010 uplift d jdnt(s)1 except Gmd) dNAIL 7116. )Han, P indicates connection devics(or 312E,poo Cit a toandb.For more labile refer to s)46It,crag and Deta11. 7)X4!108!(8)or other C dd 28 to onamand atilt beat 2-2-2 eal9Ge r b 9Up T e cleat eddl ctionloarao 461E donne aro 82 b ca at e) 2-0-0ontoo of 28 to tlovm and 591E up at 2-2-2 on odtom chor0. The deslgr✓sdedlon of sato conrl4dbn deNce(s)Is IM1e In thed LOAD d others. B)In XIe LOAD GASES)section,loads applied to d»face of the floss are Iwtetl as Iron)(F)or back(B). LOAD CASE(S) Slan laN 1)Dead.Root Uva(balanced):Wmber Irrrease=t25,Plate Increase=l 25 Uniform Loads(of) Van:1 2=80,2-3=E0,4-6=-20 Concentrated Loads(IG) Van:5=-23(B)10=10(B) uosnn aenur btlwmfvr uas edNarE9IX1nBYIp YICLVOEOY1Ex PEFEMNCE I.WEW)Ila m.laeXal4 BEFMEV4E .11-vap lM�aYYwllh MllM®cmnecloaa RYtlaebn 6 Wse0 MY Ulm rwmwla[LwwnaMklwmfuXAOi 1 dltlLgcanlrvenl.rwl eimmrein.Beene ve,ac labtlxq deL�rviei muslvalN lhegWMalN uraral�ryamiebrsatl W IVHcuware msdmpnnro me ovndl raxerma en.an:e�px.xeelee l.mge.enl��maav urlwMdw la,II,.,eeaun=won mamr� v,auaeerallemµauyaq�moa�l au^Jvb Bk' x swan reNwea M 512YIIy aM to prevenwal Mm n�Ne aeaoae LWer ontl lxwedr aonra6e. Ior�aera wtlawe iOa�aN ire ida'MnlM.slorpax.WNary eleCM1nann MWMoI1nA¢SCM M1YIIMIBmSene/i1d/MIaW1YGArA.89lLeaM aCN aukaq Carymnl BOW ParYa EW BM. edMy WumaXm wtlIRAe M1an Ir�FLIe FetlMa 11e N.Lee SM1ee1.a1Rd12 Nexm9Y.VFT1J1l. iaripe,FL 9aS10 JOD Truss Tum Type O1y Ply T102W40B 1193sTOA T27 HALF HIP 1 1 Jab ui Ml Ias(wished &ildrg Component SLpPY. JackEomiIN,FI32256 notes c2j4Apr2iYnoyMiTekkWIDMea,Inc. Wed Jan 1108:13:14201] Page 1 ID:urcmROElNc2l4VJkUUiYmyeiUNTakMIIDO50E8V8flne38101Lxy4gLdeeEPUWXPx'wUV3 4ru 60-0 440 2h0 I Sims.=1:1].9 Cs- 2s, 11 2 3 8.W FIT 71 9 Li 1 4 a II a4= Oso Boo eon b 3B-0 240 Were OflsWs(XY1- I1:D2d 0-0-]I LOADING(psV SPACING 2-DO CSI. OEFL th (bc) Weft L/d PLATES GRIP TCU- 20.0 Wets Gdp DOL 1.25 TC 0.30 Ved(LL) 0.10 4] >]30 210 MT20 21M190 TCDL 10.0 U, OOL 1.25 BC 0.31 VW(TL) -0.11 47 x615 100 BCU- 010 ' Rep Sheee Incr YES WE, 0.05 Hors(1L) 0.01 1 We IVs BCDL 10.0 Co Oe FBG2014/TPI200] Matra-MS Weight 27 Its FT::!M LUMBER- BRACNG TOPCHORD N4SPNo.2 TOP CHORD Structural woodshoatNng drecllyapplleG or"-0oc purlins, BOT CHORD 2x4 SP No. east2 except everhals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 140-0 oc bmi WEDGE Left:2x4 SP No.3 REACTIONS. (bide) 4=234a)-0-0,1231/03-8 Mex Hors 1=58(LC 12) Max Uplift 1-9112),1-71(IUC 12) FORCES. (Ib)-Max.Comp.ANex Ten.-Mifoc 250(lb)orlessexxptw shom. NOTES 1)Unbalanced roof live loads Have been considered for"design. 2)WItM:ASCE]-10;VuIt=130mph(Osecond gull)Vasil=101mph;TCDDOpef;13COLii5.Opet he25ft;B--5ft; = ft;eevaiIM1;Cat. II;Exp B;End.,GCpk0,18;MFRS hurectional)and C-C Extedor(2)00-0ti 34Q Intetlor(1)3-00b,4-04),Extedor(2)40-0to S10-a mull;whatever left ax(ased;porch left exposeQC-C for members and lorcss&MWFRS for reactions shown;Lumber DO-i plata grip DOL=1.80 3)W ison,adequate drainage to pravam water pending. 4)The truss has bean designed for a 100 par bollen chord live bad noncorim rent with arty other live loads. 5)-This three has been designed for a live two of 20.0psf on me hod«n chord In all areas warner,a rectangle 36 0IMI by2-0-0wide All fit between the bofto n chord and any Whet members. 6)Pmv,w mechanics connection(by Whers)of truss to beadrg plate canned of wgRstand,100 to uplift at fent(.)4,1. i Alkwassal V�Nx Caren Nx..nrrneadaFgONOIEa O,VIMp AI1a WCL UOFO MIEN NEEER4NCE IgaFW11Am.IDOYN1a BEFORE UEE �'' d,wdn who I«uz«,.1ft MIIe4W cwrclai Irttleprk W.titl aiY ulmpe'm�elers Nawrt«W alum MNdrd Mdrpc«npawnt rxd Irwmlar,Baba ue.IM nWIYp Oabi«mulready ll¢gyYca<allyd Oeyxr p«anelenatl gepnly hc«p«aM Mtle rove endransl aw�.vr.IpWeo M.H°keMk�y�Imarok�eV°raeni�ll�°deiekm nawwao«w«ewra m,mmn«uv WNalbw lempwayma Permamtermy MiTek' bwxlbLY«uA.0.Mary,erecMad haApolawesad MmryAmcheeYwalMVM10M1POIIW W4W orOBCN YI.1pCmponwa 6B0<PeMe Eeal Bid. fdielY ons.PvlkdeYpn TM Hula tsW.de,218 N.Lee STee1.9M 31 R.Ple[ar9h VARR311. henna.FL stat J06 Trams TrINe Type , Oly Ply 0200 09 11B93T0A T2B MONOPITCX B 1 Job 16MrTae aa1M BMltlirg Component SLppty, Jmks0milk,F132258 8.010 6 20201UM..Ii.0 SMInc. Wed 6lEr"LJen 1f03:13:1620f) Page t ID:unmR0EH6c2)4VJkUUiYmyeiUN-xmllaeD2a5M161ErLLeLOEPTAMOKN W T3YSKzwUY2 80-0 8 40 h< II era.=IM.3 2 600 FIO ) ab II 3 214 II pa-0 Boo 63 SBO Plate OftuMs IX.YI- 11:625.ObT LOADING(psi) SPACING 2-00 CM. DEFL In (lac) Olen Ud PIATES GRIP TCLL 20.0 Rate Grip DOL125 TC 048 Ved(LL) 0.15 3xn a9]8 240 w2() 244/180 TCDL 10.0 Lumbi DOL 1.25 BC 0.41 VMI(iL) -0.1) 30 x925 130 BCLL 0.0 ' Rep Blonds Ina YES WB 0.00 HorE(TL) 0.03 1 Na No BCDL 10.0 Code FBC2014nVP12007 Mahix-MS Weight:24 lb FT=20% LUMSEIF BRACING TOP CHORD 9W SP No.2 TOPCHORD Slnxturai Wood sheaftyng directly applied at 6-0-0m pudina, BOT CHORD 2x4 SP N0.2 except and wricNs. WEBS 214 SP No.3 BOT CHORD Rigid willing directly applied or 10-00 m bracing. WEDGE Left:2x4 SP No.3 REACMONS. "I.) 3=234/64-0.1@3W38 Max Hort 1=34(-C 12) Max Uplift -110(LC 12),1-59(LC 12) FORCES. (Ib)-Max.Comp.IMam Ten.-All forces 250(Ib)or lees except When sho,m. NOTES 1)WIM:ASCE)-10;VUIt=130mph(3-secmd gust)Vasd=101mph;TCD".Op f;BCDL- .Opsf;R25R B=45ft;"4ft;may ft;Cat. 11; EV B;End.,GCp1-013;MWFRS(dtr641ima1)and C-C Epenior(2)60-0 to ,Interior(t)360105-10,1 zona;centllevM left exposed;porch left exposed;G-C for members and forces 8 MFRS for reactions sho'an;Limber DOtrt.6p plate grip DO(=1 eO 2)This truss has been designed for a 10 0 an bo3om chord INe load nonaalc d ent With ally other five bads. 3)-This truss has been designed for a No lead.120.Ops1 on the boftom th.N In off areas M.a rectangle 330 Oil by 2-"Wde Win M b haearl the bottom cflord and ally other members. 4)PrWce mechanical connected(by omelel of hus3 to bearing plate capable of WlmstaMblg 1001b uplift of Jennie)ie)I except OWE) 3=110. AWWaNWa.Vnax Cmlen pvemetm ne/IE4p NOTE,CN 1X15'WaMCLWEa MIEN a39MMCE..a.11.—/aaYNIFBEFOPE UEF. @Lp1 vdcl Iwure u4Yv.41n M1..—,-1 s.Rn Cedon kdietl-1YlV 1 Mmlelenrllw.n.ma kla an.1.tv AJ,cvn,"ml OF 1r�M1am Eetae u4 madlRpda6al¢r mW ve111y 11papMM'dilly of tlaq�Wmwlmstl pcy1e11YlncurywUR Rttle4gl Mo Iluarertll treulontri aesIgn.forcing maw aOr°II°'n o Unci. Porn�a ter. f-,Uy pe,. er°ranr� MiTek IWnk:alkxt Awme.a&I.ery.erwllm b Machp of lnm .1.ryNNn>M6W%d,h QxYIy CMwM.odea,died"Mfdlda 11POMN e9aa Fe11 EVBi a 10 ddeN eW1m21ma anfe Rm Tom note redule,218 N.lee STret 911,312,AbmMM VP 2MI4. Tertpe,FL 3]810 Job TrussThas Type Py 10200/10 11B%TOA T29 ROOFSPECIALGIRDER 1 1 Jobn.rerce 'arW BUMirg Gomponenl8uppry, JeckewwilM,FlaT258 EH6c2f VJkUU(018MTeklndn-Eglnc, Wed Jen 110: l Page 1 ID:u1cmR0EH652)dVJkUUIYIwyBiUN-Pya73_EgdIUM&ptv%ekRyUanNpXMSiIOdbImUY1 200 3d0 640 20-0 1x0 260 I 1 3calt•1:183 Solt Ort= 3rt— 6A 12 2 yI a H 1 n It 6 10 5 6x4 11 NNLED 3 spew. I— aao 14A se4 zoe iL ze4 Pled olreeH(xn- n:o-zE oa-n.ra:os-12 Easel LOAGING graft, SPACINQ- 2nD CM. DEFIL In (lop) Vde6 Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 TC 0.52 Ved(LL) -0.10 5-6 >708 290 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BG 0.59 VedQL) -023 SE >311 160 BOLL DO ' Rep Stress Incr NO WB 0.02 hion,(-L) 0.03 1 rna rite BCDL 10.0 Code FBC20144fPI2007 Metdx-MS Weight 21 Ib FT=2096 LUMBER- BRACING- TOP GHORO 2xd SP Ni TOPCHORD Structural woad sheithing dr.*applied or 6-0-0oc pudlre. BOT CHORD 2xd SP ND.2 BOTCHORD Rigid cal drectly applied or e-0-0oc dating. WEBS 2W SP NO.3 WEDGE Left:2x4 SP No.3 REACTIONS. Q65Qe) 4=15(VMIechanical,5=127IMectradcal,1=26811)'6 Max Hon, 1=86(LC 8) Mex Uplift 4=55(LC 8),5=-28(LC 8),1=3l L-C 8) FORCES, (Ib)-Max Ganp.Mlex,Ten.-All to..250 go)ca was except when shown. NOTES 1)Unbalanced roof live IDads have been cannot for this Mal 2)Wind ASCE 7-1Q VUI1=130mph(3-seomd gust)Vasd=101mW.TCDLr5pWh,,BCDLrS.opel;h2511;B 5f1;L4411;eant tl;Cel. II;EV B;Encl.,GCpi=0.181 MFRS(directional);Lumber DOLr1.60 plate gdp DOL=1.60 3)Pont edeguMe drainage to prevent water ponding. 4)This trials has been designed for a 10.0 psi WHO.chord INe load PMlcolwudant with any other IN.batls. 5)-This hese has been designed for a INe load of 20.0psf On the boflan chord In all areas where B hums to 3.6-0 mII by 2-0-0 wide MM I t bersoen me bottom chord and airy offs,members. 6)Refer to girder(s)for Truss to hoes oonrad ons. 7)Provide mechanical connection(by others)of Imes to hearing plate capable of withstanding 100 lb WIM at joints)4,5,1, 8)'NAILED'Indcates 3-100(0.148'x3')Or 3-12d(D.148'x3.25')las-nds.For more defalls rater to MITWs STTOENAILDetall. 9)Hanger(s)on o91er corsis Moon devfoe(s)whet be provided sufficient to support o sicentrated loads)741b down and n to up a1 2-04)on top MOM,end 27 to down and 11 Ib up at 2-2-2 on bottom dmrd. The deagNs&eMlon of won connection device(.)Is the nap insibllutdothem. 10)In the LOAD CASE(S)section,loads applied to the face ef the house are notetl as front(F)or beck(B). LOAD CASE(S) Stanond 1)Dead a Root live(balanced):Lumber Incresse=125,Plate Increase=125 Uniform Loads(pit) Ver,1-2-60,2-3=-60,3-0--Eo,57=-20 Concentrated Loads(Ib) Ved:6-23(S)10--54(B) Q sol was,Wl,i,o'luvmwdNOXOhl 110µpwpLuddd RExaFfEM.a41iE.11t3m.le4YA169EFOPEYSE Deft WtlMors.Y.xxlekftcauccMi Rhdaema5sedaNYlgienIuon.l....kla m I.gdfap cm,[rvrnl,rot Inaeyrswo aeras uallrelxAtap Ue-0p,ermW valh9w¢eac2aholdNprnaarelaaadlxRiwtvklcaFaoR nAmgraaolreovaor d.ow de6ll�. amYpkdlcOletl6101revmldWYq« IIm.,.hm,,,a�I,a,Ir„I„DeI.nnY.addaera leml>�YmdPalrrpwlrlblmkw MiTek Y OIWq'arMletl Xr eMLYlyaglo Pevenl calags wn lwWxOpamWFwxyatl Pgalydun� fnpmrad p.4brce re9Tdap Xp Y Inlvlslanne.tl&Nay.meclbnaplYpyq o11ui.. xYOBarfiet1t MV49/Ml Vafly Craxb,aYiaatl aGL Yr14111PCgrypNN Twh Parke Eaxt eNJ lYMyYbnwXm avUl2ie Lan lr�m Rob aoldule.Tle H.lee 5Aeel.axle 912 Na[av]b.VF'Ra14. ianp,FL 336,0 Job Truss Trim Type CRY PM no pb 11 11838TOA 730 g00F SPECIAL 1 1 BUMng CanporeM srpply, JeckwmliN,Fl32258 5.010&AVA,2D18 Mi TW lnduerms,Inc. Wed Jen 1109:13:172017 Pagel ID:u ROEH8r214VJWUiYwyNUN-WOVHKFI03jWOESmcpTNgIMIY_MMI&A7¢ UY0 660 S4-0 6-00 s6p I Sm'..I'.185 aa= 3rB= 4 2 f ew tx +o b 4 8 5 2M II peg II b0L 8-00 -0-0 2-0O Plate onaasan- n:o-za.ao71 LOMNG(psi) SPACING- 2-0-0 C61. DEFL In 0.) VONT w PLATES GRIP TOLL 20.0 PIlse Gdp DOL1.25 TC 0.38 Ved(mLL) 0.09 4/9 >M 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.48 Verl(TW 4).19 S9 >397 180 BCU- 0.0 ' Rep Slreas Inor YES WB 0.03 Horx(TL) 0.08 4 No We OCTAL 10.0 Cod,FBC20AVTP12007 WIM,MS Weight 2316 FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood smashing Directly applied or SAO oc pudlro. BOTCHORD 2x6 SP No.2 BOT CHORD Fight celgng Directly,applied or(3 0Doowing, WEBS 2x4 SP No.3 WEDGE Left:2x4 SP No 3 REACTIONS. pb5lxe) 4=117ANachenical,5=120RAechanlral,l=238A}SE Max Hors 1=W(LC 12) Max Uplift 4=-25(1-012),5--17(LC 12),1-10(1-C 12) FORCES. (Ib)-Max.Coftft, xTen.-All forces 250 gbl or less except w1len shove. NOTES- 1) OTES1)Uoelanwd mN IN.load,have Seen.widened for this,design. 2)WIM:ASCE 7-10;VWt=130mpb(OsecoM gust)Vesd=l Olmph;TCDL-Z.Opai;BCDLd.0pef;1=2511;0=A5ft;L=24ft;aavexm Cat. 11;END B;Eml.,GGN=0.18;MFRS(diredwaQ and C-0 Extarior(2)00-0h 8 .Imerim(1)3-00 to 0.0-0,Extedp5(2)0-00 to 5-4-D Den,C-C for member,and hues,S MFRS for Deerions simen;Lumber DOL=1 oplate grip DOL=1 SO 3)Pmwde MeguMedminagetopmv imierp Ming. 4)ThistrlashasbeendeignMfora10.0psi MSemcoralivebedwnwnwneniwta oMer INe IDads. 5)-This truss has beendeSigned for a Ilve load of 20.0psf on Ilse Mtlom cora In NI areas wore a rectangle 3-6-0 tall by 2-0-D Ads MII fit beMeen the bottom choM and any other members. 6)Refer to girder(s)for wss to toss wnllectlons. 7)Provide mechanical conn.don(by others)of truss to opening plate capable of vMotaMllg 100 to uplift at Joins)4,5,1. Q WAIXYM-YaWaraplFaarMxa alREAD NODES ON MS AND HCLYOEOMrET aEEENINCE P60E W70A m.IeeYN15 a[PoeE �rVQW4+INl�e asy WT MlakSwrvwcMs.IMtle9(Xr k MdM wJV urxn rmipnerarzynuw.mf klu m MYW.d tJMgwmpwwnl,rot InmMMn.Wnwa ua.Ma WkLq Eus4m meal vMN Ina rygKdMIN olde9gr lwarreleii aM goCSY r¢uM Die Xtdeap, I. tt¢ovartll I.AaN aaDm aDmDlrxwmkroq.vem GCMry�rx.a.Ima lnraweo�mdl<aerora meme,esoruv. AdWIMd RmPLaT'aM Parma¢rrld Jrp MiTek xawRranaed bSMlNmdlDgavenl colkxsa Mlm Doane l>areorre MSYaggorarlY WnWe For wr�aa Pxpvwar�u�D as pas vat.x��ema. MVCUMLMwe.delNaY.ereClkn Wf Macip dln�ss wJlnstryilarK i¢e/,X,1/MI QMRM Crflwp.GM-l9 MaaC9l NiblPCaryWWa a IaNx R401n1Mm aedotle twn PrvlAale hAx4a R1BN.lee Slree1.911=,12 Newrgnia VAII31 i. i Terrya.FL 3b10 Job Tluu Trus Type ON PIY @W612 11B%TOA T31 ROOFSPECIAIGIRDER 1 i Job Reference Lowelft Bolding Comporalll Supply, JacMOrwille,FI 32256 0.010 a Apr 20 W16 MRek Meant loc Wed An 1100:13:10 201] Pagel ID:.rnRDEH&2,4VJkUUYN,8iUN LL_tUpGweNYs>1zO00]2(blvyeLlHHNBIygAzwUW1 W:67. sla sl a aLo W. Sna-IAol NAILED h10% WILEDNAILED NAILED NAILED NULED 2W II nVULED deft 6.00 12 2 16 16 17 3 Me 20 4 py_ 5 8 Y 4d I 21 22 11 23 24 ID B 25 26 6 27 .1-8) NAILED M1181) me. NAILED INlED NAIt-D ] 8a= b411 Sia MT20H6= W2__ pg 11 LNILEG 4 W- rNILED MILEDN4ILM 640 1110 163-0 1]-]-0 2230 660 Sla Sid 116 4-BO Plate OAasls(XY)- ❑:EWe.O2-13112:04802-0116:0.216201 I]'.Etlge D-38110:0300201 LOADING(w0 SPACING- 2-0-0 CSI. DEFL In (loc) One" LM PLATES GRIP TOLL 20.0 Plate Or, DOL 125 TC 08] Vad(u) -0.13 &10 .999 240 hi 244/190 TOOL 10.0 Wmber DOL 1.25 BC 0.73 Vert(R) -0.30 &10 .692 180 MT20H5 107/143 BGM 0.0 ' Rep Stress Incr NO WB 0.69 Hor2QL) 0.08 ] No we BCDL 10.0 Cods FBCXl4fTP120W "IN Weight 114th FT=20% LUMBER- BRACING- TOPCHORD 2WSPNo.2 TOPCHORD Structural woodsheathing directly applied or 2-2-14 no plylas, BOT CHORD 2x4 SP SS'EyA,a main MN yedlcals. 7-9:914 SP No.t BOT CHORD Rigid selling directly applied or 9811 n bradog. WEBS 2W SP No.3'ExnPt' "t 2W SP No.2 WEDGE Le0:20 SP No.3 REACTION6. ( ]=1915058,t=10]6q-5-8 Mi ex Hoa 7C 25) Malt Upldl b353953(LC 5),1=292(LG 0) FORCES. (b) Man.Goftb M LTen.-Nl forces 2WQb)or leu Maned ylhan shown. TOP CHORD 1-2=3D29/455,2-3=-3395/500,3-h33951500.0.5=311554107,5-0=26TW420, &]=-1MSSD6 BOT CHORD i-11=11]2830,10.11=-01028 5 8,&1R-4212581 WEBS z-1141430.2-lo--1251961.3-lo--]1&280,4-10=-0D&tIX9,5B=-1480I667, &2=4 OO15,46-32/471 NOTES 1)UMNanmol roof INe loads have been wnldered for 01N daslgn. 2)Wind ASCE]-10:VW1=130mph(3 second gust)Vasd=10lmph;TCDL-30psf;BCDL5.00f:1t25ft:8=450;1-240;lave,Ift:Cal. 11;Exp B;Encl.,GGpr4.M;MW FRS(direc0onal);Lumber 001-1.60 plate grip DOL=1 W 3)Proy ce adequate dra0age to prevent water ponding. 4)NI plates are MT20 plates unless othe...Indicated. 5)The trues has been designed!fora 10.0 At bo0dn c1wN If.batt nonsoncurrant l fhe"other IN.loads. 6)'This truss has been designed lora live two of 20.Opef on die bottom cflord in NI areas where a rectargle 380 tall by 2OO wide will I8 bahneen the bottom chord and any other member. ])Payne mechanical connection(by others)01 OWN to peering plate capable of w4hstaMing 10010 uplift at idnt(9)except Ohmic) ]=353,1=292. 8)'NAILED'indicates 3-1 Od(0.146'Y9')or 392d(0.140'x3.25')[A ral18.For more&MIN refer to MITek's ST-TOENAIL Deta]l. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead.POOL Live(balanced):Lumber Irl A.125,PIN.Iwrease=1.25 Unit..Load.(plf) Vert.1-2=80,2-4-60,0.5=8Q 58=80,7-12-20 Q NIaNNe-L'wP/4wI�e�F�rva enO..yd.dy Ma IMOMCL..prERRElERRNCEPTOEab Nn1n,'mance".. [Alon.Mr-onNv4b MlePWcodwdwcll6�]e4Dne EaMwJ ulzxip�wneters Pwrm.rn]alwmYeAW.d rme]Yg mmpdmt rot Mmgomyr Poore�.X'e WkYgdesgrar mint vMNIr¢glawd4lN lde9•J�Wm�alasa iIicpeYaR 'ard ttercerI IrJrAp de�n. u«Jn kxdad6mlaarrenra�ugelLuhlAtl ins ba,tlld ondamambded�N.Adallldt4lemPduYmd PMmawal dams M1T8k. itl'xaM1rewlad MiAYtlNugblrewnlcd'qae MlhWmie MerWYIM1VOgpW9N M,We.id Odwrd GadarroregalLV Ne 1. $auN lilagre.WNay.erecBnPON cLLg 2ION IAtllm S.Y txseAWl/auyA yC6lMa.bYJ9 oM6CLBWyCmpanM 6904 Pe�lu EW M'L adMylrewmWnaW 2le M1an TUYFbNBu4➢6.RIBN L9e 5Yree49llea12.PbwNM VAR2314. Taupe.FL aJ510 Job trues ryes Yp DN P7 n9z9b11z 11036TOA T31 ROOF SPECIAL GIRDER 1 1 Jab RNerelw a oral ma,GpmpmeM SuppN. Jecke0trvBlb,(1 32256 8.019sApr202019MITFkmOuaG" lre. UM 1100:1 H: 119 Pa9e2 ID:ummROEHBc21AVJkUU iYmy&U N-LUUAGwBNkazl]ODUrz W l yreLl HHri9l ggAzwUV1 LOAD CASE(S) Stan0 m Gon0enlmled Loans(Ib) Van:2=-W(B)1-9)(B)"l(B)tt=61(B)1041(B)3=-9J(B)15-9](B)17-9J(B)15=-W(B)20-9](B)21=-230(8)22=-216(3)23-61(B)2<- N(B)25=81(B) 20= l(B)21-2ta(B)2�--M(B) �WAMIWLVM/y JrYpnpaanXlNruiCFEIPNOTES QV]Nl4 AXO XICLUOEOYIEN FEEEMMCf PA6EL6)I]]nr.16tlYAI5aEPoFEYSE. omg�wl�a 1«Yce«+v�nm AEIN@`conwckx:.Ireaea�bbmw«vvwoF puuaelo¢9vrvm,aMal«mwrvwYv r>,as�«.�w�Ft aol �. Inniryb0 pelae ve.R¢p�yy�tlet�ra mul valN lln q;AkLtAlly oltlBLT wxmwMagP�aYVk«P«a9 RE WJThbllw ovaXl aAm9 mkin lEMpaMcdatl4lo wFvaalaG�Wiu o11Mi4x1laaweud.rro�fn«ama�roa,.mv.AdeAlbeY la�al>«av�upamoWma��9 MiTek' b WVRreQle0M9KI1Nabbwa�enlCdlgvz w111�WsdelntdW l'A]YaW pg9N�X�.fapel'9fd B.4lune�egatllp llq �q PeiMe Etl BNJ. {Y tMkM1 alda�.6Mvay.NeCknm]MwiV dllYYssmOlncryAmLLSaCWN/MI G1dM CMwh.pMd9 T0lQI&RJgCOmWnEnl TenW.Gt e%10 yMVk/imyan pwlabbppn 1na1bNKM0e.Rle N.Lee SfiBe1.91�512 PIeaWMM VARR311. o Dg m v v mfn Q' O-�mpvZ� VVV Q � oaamma o m �ma3y�o z � $ z N omoO j _ 3� m'�3o a5 O 0 >000 D000 - Dzimoo0O3o0ng ;a ' dD z -0, ooa °nmW Q£ «-- 3 70, p o 6 03in n°0m,moq myo � 0--amm o 001- z ° aU 00 _° z 0 - oama 5 mo3m5aaD Er 0 a 7 Oj2 ° Q noEam a oo o ® O yzOOn- mo«ms0° y 0 . � o om Via o °m mm3ao u .. o m � mn° 3 � p m � 0o° m m cm . » o� x CN m m O1 cc a.mi+ <) v zi gs`O TOP CHORD Z w 3 g (y/ .w. 1 9 ap ,gz w as _ N ] 0 $jo dm O W O E �m D _ C CD aWN Tri m' ay 0 v 41 ¢ I 3 ,Q 4m' ga A j0F �i NO yty y D F M7 N NOy m6 AN A DC O Q _ n ® H m _a £ 0 3 w.o < 3 O m J� o 03- F F. m°' G z s O o o m /' , ' a a o m p A R H 3 {V 3 wo o n r. 3� `< 7CA1 a v °= y O m m O ^A` g a /rt 0 P W O 1' 3 m 3 ,. m D 55 p 0 E; "Y m D p A V GD, 41 O m P C06 G m m TOP CHORD n i5 6 ag S .3 s S a m $Qc al- g ga 3 o D s a, 9 s 3 S S ¢30 0 Do f A °a? ma8 3g 3° 30 3�4 m ��m 3m fig'@u m m a °Q as � °� Q=� go 3tt m3 S am$. a° oAy° Q� o O m 8 d 8 m& fi3 vim„ d� $o 'mI °3 ° a �� mg T z3 'm2 �Q n � ¢ na s2 N v is x $�S a 3 a X3 b O_ 8 i� 9Q 3m m;.a;, n90 m� N� c� M ag ffiRQ _ 3 ° a� 43 a gQ xs °3 $E v�� 9 �� Ell Rnsm ¢a o Q m �Rp� So 'Q So g � oam gd@ as 8g3aQ °a N m'„- °ao Q �8. R �o' vo m¢a co �O pp o °� So �° d¢ > �$ - R °o a 3d 4 °� 4o Sm qqr nR 3 3 0 s ° 'o 'am a � �6 �¢ 33 m!_¢ � � Sn 30 a 3 d8 fl n mm m� d N 3� v 0 N iUILDINSOUPPLY. ..1 dP Hwu BwO. ..ITE 3Ce GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529. 1 406 BEARING HEIGHTS r� 1 01- 1 1 /B° 121-1 1 /SII snm C C C C R rm / Tw THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. saoao These trusses are resigned as ."a Individual building components to be Incorporated into the building design at R the specification of the building designer.See individual design sheets for each truss design identified on the placement drawing.The building designer is responsible for temporary and permanent bracing of Me roof and floor system and for Me overall structure The design of the Wss support SWcture including headers, beams,walls,and columns is the responsibility of the building designer. 9 For general guidance regarding bracing,"sun gracing of Wood III Trusses'available from the Truss Plate °I Institute,583 D'Onifrio Drive;Madison, In WI 53179. III ATTENTION. rz II Refer to Wss layout and engineering V documents that arrive with delivered T III field trusses. rz II Unless noted otherwise,ell beams _eaoao- Rrz��uI0IIyBIII II $mYY are 7BUBDIV.SION by others. DATE 00/00/13 RTOLL BROTHERS IIIMODEL II T ELEVATION s "R`vvNBy — Tmm LOT # c.tR pATE AYOUT 149 1 2/16/2016 REv It 5 11836TO Cor okeg' _ "rc HIp _ amge v. 22 ee�1 ao III liA6e ' In I. 9IIJt6 III O 18 1111,16 III J16 Ia�9 II J16 IIJ16 III 11118 I III. IIN16 1 3 I _ IIL I6� III II��6 II1 Jm p 6U}W Y � d 1 81-11-0J �11m FIRST FLOOR SCALE: r j I i MAP SHOWING G .PL®T FLAN OF LOT 149 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLA. CERTIFIED TO: TOLL BROTHERS, INC. I PROPOSED C01J&RGUR�SER CRg u c. K g CARNE DATA Cl CC) 01�01 ®F N77'4.3'39'OE Chi = 26.69` 22 GLAllM R -- 350.15' RATER A 26.70' Y. T 16,0 SER�G� M6�R pgEOT` METERS PROP PAVER �A( 04'"22'07'° —-- RopOsto 0 bp'l wA�K own 7.5' JEA-(/ V 1GK PAVER gnIR'( AREA EASEMENf� $f)'R AY uMpSTE y a GAR 4) 1� 4,. �1 GARAG�OPOsg ` o � j �1 pR 0R1CK CPOA�DEn(RY N -- OP�S�D �: 2 C3' � y ro� RESIDE AP•tIN A" � dr Z oOD��" r'1�� p'S9 5®,M1N• r r Lo l zo F.F•E° 12 DO}PROP `� � �� E•FE-t o �, l r' z YPI ppSEDR pORGN 6 '� � .-• PRO p p, o gR1GK 17 BUILDERS EN ORSEMENTF4oc;_ — o zone -5r E SIGNED: �x nj5323U� N AM E:1. DATE: ALL PAVERS ALL MEASUREMENTS ESTIMATED CURVE DATA C2 (3) FRONT 410 SQ- FT. N77'54'+.7"E ---- �.-- CH = 38.73' a-o BACK 308 SQ. FT, R = 470.00' GO ro o A= 38.74' �S 0 A= 04'43'24" sa^ STORMWATER MANAGEMENT FACILITY 3 0 --� DENOTES DIRECTION OF FLOW , `�--DRAINAGE EASEMENT r TYPE "C" DRAINAGE ELEVATIONS SHOWN THUS (12.50) WERE TAKE FROM ENGINEERING PLANS BY TAYLOR & WHITE, INC., DATED 04-15-14 LOT 1 4 9 ELEVATIONS SHOWN HEREON (VACANT) _--- REFER TO NAVD OF 1986 DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN LOT 149 MODEL "CAPTiVA" LOT SIZE 16,693± SQ. FT. 9RAInA DRIVEWAY TOR W 331± SQ. FT. APPROXIMATE SIDEWALK 240± SQ. FT. ,$6'2658"W o ENTRY WALK 41± SQ. FT, 54.19` i RIGHT-OF-WAY LENGTH 59.95 FT. TOTAL IMPERVI US COVERAGE 4,251± SQ. FT. 26% L 0 T 1 6 0 L O T 1 6 1 TREE SCHEDULE LOT SQ, FT. MINL S EASEMENTS/WETLANDS 16,693 ACRES=16,693/4 ,560 0.38 ACRESx40=REQUI ED TREE INCHES 15.2 THE REQUIRED NtJMBER OF TREE INCHES WILL BE MET NOTE ALL UTILITIES SHOWN USING 2" DIAME R TREES. HEREON WERE FROM 70% OF REQUIRE PLANTED TREES SHALL BE CANOPY TYPE, AS-BUILT DRAWINGS WITH NO MORE T AN 50% OF THE SAME SPECIES. PROVIDED BY CODY'S PROFESSIONAL SURVEYING AND MAPPING, INC. 12-18-14; JOB #10114 THE LO F SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONES "X" & AE" (EL 6) AS SHOWN ON LOMR CASE NO. 15-04-4216A, DATED MAY 4. 2015 ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 AMERICAN SURVEYORS OF FLORIDA., INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 Le®end COV. COVERED F.F.E.- FINISH FLOOR ELEVATION —5 FND. - FOUND A/C - AIR CONDITIONER SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW _ ESM'T- EASEMENT I.D. - IDENTIFICATION BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY —4 CONC - CONCRETE JEA - JACKSONVILLE ELECTRIC MON. - MONUMENT AUTHORITY I.P. - IRON PIPE P.T. -'POINT OF TANGENCY I.R. - IRON ROD P.C.P.- PERMANENT CONTROL POINT ALL A = DELTA ANGLE P.C. - POINT OF CURVE AMERICAN CH CHORD P.R.C. - POINT OF REVERSE CURVE A ARC LENGTH P.C.C.- POINT OF COMPOUND CURVE R RADIUS B.R.L. - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS (CALL.)= CALCULATED F.P.&L- FLORIDA POWER do LIGHT JAMES D. HARRISON, JR., No. 2647 OF FLORIDA, D - DEED NGVD = NATIONAL MICHAEL A. GARRETT, No. 6643 INC" P - PLAT NGVO = NATIONAL GEODETIC VERTICAL / R = RADIAL.LINE DATUM SCALE 1"=30' CENTER UNE NAYD = DNORTH ATUM AMERICAN VERTICAL R/Yd - RIGHT-OF-WAS P.I. = POINT OF INTERSECTION —q -X— - FENCE EOW - EME OF WATER - (w) _WITNESSToe -TOP OF BANK DATE 11-15-16 F RIDA. EGISTERED S OR AND M ER _-8 F8. X DR. BY BRB DIR. P:\2016\81155-152646-plotplan ORDER NO. 152646 FILE 81155 TO E BEST OF MY KNOWLEDGE,THE DESIGN DEPICIEDON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �i January 3,2017 O U co SON R 96 hb 8 Q Q Ova , �? pcnw LU _ Manuel Gonzalez,AIA M W AR 96730 0 w m San -Yub Lee, PE opo ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS 72328g wj01f �- ■ 00 ri o , z COASTAL ELEVATION �, ■ M Lu = m Abbrev. Description Abbrev. Description Abbrev. Description _ D TAIL# --- - DETAIL# AREA CALCULATIONS S.F. c1 COVER SHEET - Index of DrawingsLU 0 Q o w POINT LOAD ___ D WING # --_ DRAWING # GNI GENERAL NOTES -j M O = # NUMBER _ F.P. FIREPLACE PT. LD. m_µ µ FIRST FLOOR 2943 ,- & AND FRT. FRONT PWD. POWDERMNG Q w o z = EQUAL FT. PLYWOOD �- � FOUNDATION PLAN O o Q o „� o w. . . ._.. .e � ed FEET M.�ad .�� ro.�d� me.4 �4PLW.. ddvd m�..�4e._.,.d .sa � DETAIL# TOTAL LIVI NCS AREA 2943 p A1.82 FOUNDATION FOUNDATION PLAN_ ._ .mm �.w� tj W o J w fn @ AT FTG. FOOTING __ _. _._._ _ _ _ _. _ _ - DETAIL# ( _ _.. _� __ 00 M _ _. z "" _ DRAWING # / -- DRAWING # A1.N FOUNDATION PLAN, NOTES, SCHEDULES & DETAILS ■ "' ` o ,� o _A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER_ --- -- - _ __� ._ _ o N ABOVE, . m_ ,d. . RETURN AIR.A. e .� _. E W LU o F= ABV. d, m _ _ w __. _ RETURN ` w ¢ z ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE COVERED ENTRY 128 FLOOR PLAN _ m � w _ ■ µ t A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR ____A2.82 ,_m �� A2 82 FIRST FLOOR PLAN _ _ w "�" "� µ ��"µ �� µ m" ICI.:NTER LINE SPANISH TILE COVERED LANAI � �� 308 --A2,�µ� � FL00R ELAN TOTES, SCHEDULES, & DETAILS °- M z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING 2PL TES, LES, ET �'H a0. `t GROUND FAULT GARAGE(s) 483 w Lu "' AHU AIR HANDLING UNIT GFI RM. ROOM o z SHAKE SIDING z E ENATION MARKER � EXTERIOR ELEVAT N Uj o ��e. ��..µ.m. e. .- �a�.�, ��me� � .� . INTERRUPTER ...m._-...g._._. � Q A W �- ALT ALTERNATE GL GLASS R.O. TROUGH OPENING A5.82 FRONT & SIDE ELEVATIONS TOTAL 3882 SQ. FT. � z w __.. W__. _.__µ_ �w. .� _ _ _ _ . _: ._. _ w��_. W. ...._.. �_ S B RECESS SIDING W. _ _ .. __ W W w z w ALUM. ALUMINUM G.W.B. GYPSUM WALLBOARD RQD. REQUIRED �w A5.1.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN � F-- - R & SH ROD & SHELF A5.2.82 EXTERIOR ELEVATION DETAILS o © F ME BEARING WALL BRICK _ mm � m ri R� B.B.Q. BARBECUE H HIGH R.W.C. _ M U_ J TRAIN WATER CHANNEL ■ E- ac ,�..�_.�.�..,�.m..-m. g.�� ..,�._.�..�.�.4, ,4.�..a��..�.�..�,�.�.....�...�..p�� INTERIOR WALL ..... ........ .._.__ .W.._ w ..�. ...�.��. ap__.�o.A.,��,a�,�„�e.,..._�_m��.4�,��m...�,..�.��.. ., �..da,.d,..,��..._�..�_�,�.., ,odomA.�,.P�.4. „�.e.�._ti�..__p e.,.�_,��d.d.�._....�e,�,�...ti BUILD GSE TI®N� .._. ■ ,.� , = o ry BD. BOARD HB HOSE BIBB �� N STUCCO FINISH w BELOWFINISHED FLOOR HD. / HDR. ON-BEARING} F= � B.F.F. _HEADER SF/ SQ. FT. SQUARE FEET m.. � � A7.82 BUILDING SECTIONS 0 w BOTT. BOTTOM HGT. / HT. HEIGHT SGL 'SINGLE ___ O J M _ mm_ _ _ "_ m_._ _.____: __ .._ __" "m m r_m_" CMU MASONRY WALL _ _ _ EARTH o m BR, BRICK HORIZ. HORIZONTAL SHT. SHEET - - DIFFUSER LAY UT ,.,, ..�, .d ..d.. .e....,...,m ,edda.Md .dd,9om... ..... ..,.. .. _.. ,., .,,,.... ,.d _ p..yd..,a_.P.. ..._..T.. ... ..... ..... .e....e, .,. ��.4-4�.�.�pw.P.,�d�.�.d..�.�m� �� ,�.A..�..e. . . .,.. . ,..... p . _.,e. .e.ed,.. ....e.a. . ..... LU a z BKFST. BREAKFAST -" m . . momw. SH. SHELF G BLE END WALL INSULATION M1.82 FIRST FLOOR DIFFUSER LAYOUT WV o �.w._w _._. _._ _ _ _._�_ __._ _. __ .__� . _.. . _ ... _ _ __. �_ .� ...."., ._.w.__�__._w _ _ W _ �E_ ._._._. _w__. �W .... __._ _ __ _ _ M , Q W a- INSUL 1INSULATION _ � _._._ �_ SHWR. ,SHOWER ` , O �, - -.-.-.- ��- -._.m_._ _ __ � ._ �__ A .._ ._� _. _ F MED KNEEWALL - DECORATIVE STONE ELE T EAL LAY U W ; INTERIOR SL. SLIDER Q ,Y CALC. M___ CALCULATIONS U LATI O N S I NT. � _m m� �m � .__ . _._.r_._ .�. m _ � w C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS PECIFICATIONS mp D OPPED SOFFIT PRE-CAST LINTEL/ HEADER e.E1.82 FIRST FLOOR ELECTRICAL LAYOUT � C.� e._ .. a. ... ..._.e. ..n4.P. em4. d. . . M ... .a. .. .d ..d.e. ..d . d.d�.., .. . ...ee.. .. e. _,o...a. SPRUCE PINE FIR EN ELECTRICAL NOTES & SCHEDULES z z a CL CENTER LINE _ _ ._ _ .. S.P.F. _.._ _ .. 9� t .x �' O CLG 'CEILING KS KNEE SPACE SPRG.µPT. SPRING POINT w _ _ . _ ._, ._._.. .._._ _._.. _ w w S��. _ DESIGNCRITERIA STANDARD N TE DETAILS �� = ONSON LL, w CM"U CONCRETE MASONRY UNIT _ �STANDARD mM E--•I m - '- C.O. CLEAN OUT L LONG STL. STEEL o. , , om D3 STANDARD NOTES & DETAILS � W Q > s-roRAGE TWO STORY. FIRST FLOOR FRAME SINGLE FAMILY RESIDENCE. GROUP R3 w 7w.wE STANDARD NOTES & DETAILS E m COL. COLUMN LAV LAVATORY STO R. =; o -� _COMP. COMPRESSOR LDRY LAUNDRY _ www , �- -- -�-� - � SECOND FLOOR - FRAME BUILDING TYPE. � ........... ......... .� .,.__�..._..� _�._._ .�.. .....�..�.._m._.�.��.�.... .._ .�.. ....�.... .�__�....�.�. �.�.�...�._._.�.... _...m..�._�...�.. __�,.._.�.�_..�._._.µ�. ._�._�..,..... .._...�... v _ B µ _"µ_�8� �. STANDARD NOTES &DETAILS � ��-� 0 _ I LINEN T TOP _ � � __� .�. . .__�� _.__� � �.�_ __ � LU F- o U) CONC CONCRETE L N _ _ _ _ - - � _ } _ tea. '' J U_ Cron ( CONT. CONTINUOUS m ._� ��.o.�mdm � �LT w �_ LAUNDRY TUB p T&G TONGUE &GROOVE RISK CATEGORY: II O Q o o TEMP. TEMPERED � � DOUSE ELEVATION ABBREVIATIONS 5 ` � 1. " w w. "��-"--- w.� --�w - DESIGN BASED ON FLORID BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 # — C-' M.B. MASTER_m . .,..__....... ___:..___ . .__ I`� THICK U LL NAME ELEV. CODE ,,, DB. DOOR BELL BATH ! . U DBL. DOUBLE MAX MAXIMUM T.O. TOP OF 5TH EDITION (2014) MAN. 03 U < O O _ MANOR m OD & SHELF M.C. MEDICINE CABINET T.o.6.B. TOP OF BOND BEAM _ _row_ _ ,._ _ �. � DR. & SH. DOUBLER F,B, (2014) WIL. WILLIAMSBURG C_ _JI U O d __...Aa. _M_ A_..A... .� �d,mN,..m .m_N.d. . � p ._.p.��m .N_ ._.�� ,H�.�.d , .pp,..mdm.d...�_ �_.. d �� ._..,�_.,�_�." ___.��add, .�a�.�,r._�. C 5TH EDITIONRESIDENTIAL ULTIMATE DESIGN WIND SPEED - 130 MPH _ �._. ._ o� _ 0 �--� LU m O RER TR. !TREAD m PR . : DECO. DECORATIVE MFR. fMANUFACTU _ O PROVINCIAL 08 (•„) :.n _ "' � w_ _ _ ,,. w TRANSOM F.B.C. 5TH EDITION X2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH RHA; CHATEAU o9 ~ o z DET, ._ . _._ ._ _ . ... _ _._._. MIL. MILLIMETER TRANS ._. _ DETAIL _ cn DIS►. DIAMETER MIN,- � _.._ _. _ B.C. 5TH EDITION (2014) PLUMBING B �- ._., e.d._.m _wP . 10 z z MINIMUM TYP. TYPICALVER VERSAILLES p W Q z — __ ._M _ A . __ m_ �_ F. EXPOSURE. w._. _ _._._._. . _._ _ >- M w DIM. DIMENSION MIRK. � MIRROR � CLAN � CLASSIC 1$ m m � � � .., �...... .a....._........b.., ...a,... ...,. .nd.,. ..e, ,.. ,. ...._ .,ad.. , ..,..�m o J - o DN 3DOWN MLDG. MOLDING w" UC COUNTER +,18 -.18 vJE. MED. MEDITERRANEAN 19 (,,,,) o J _ _ CONSERVATION PRESSURE COEF.: w Q SUNLESS NOTED z = mw cwn M.P.H. m. � a� � _. ,.a�.� e � TRA. TRADITIONAL 20 I--� t- DOOR MILES PER HOUR .�--� -4N ��-.�m..,,��_..�.,�.__�.,..�.4..��._ S w _ M _„ OTHERWISE H" F.B.C. 5TH EDITION (2014} UEL GAS FOR WINDOWS/DOORS SEE FLOOR cou. _ COUNTRY MANOR ___21 O � �w X HER. HERITAGE 22 U) M DSS_ DOWNSPOUT9O"dm�� tlMT METAL THRESHOLD a � � A ,.e..�pro. .� �. 9 .�..�.. } PLAN FOR ACTUAL PRESSURES. cIMMARON a. m D.S.S_. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER F.B.C. 5TH EDITION 2014 CCESSIBILITY CMN. 28 " g o w z DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL � MISSION Z: o o __ �_: __ m _ _ : _ _._..� __� ._ w � NATIONAL ELECTRIC CODE 2011 (NFPA 70} , 30 FEMA RULES & REGULATIONS . e 4- � cn w o DWG. DRAWING VENT THROUGH ROOF - d�� RFT. CRAFTSMAN V.T.R. ��. �� .d�.�_.da .��...�.....�..-A,. _�q...�. .._�..... ..�.�...�.�.�..�..P.�...�,d�.�.., ®�.��...�. .. ..,. . .... ._.,. �„ � z -----� �µ - v�T N.F.P.A. 1012014 ASCE 7-10: MINIMUM DESIGN LOADS . w 31 'QLU m O.A. OVERALL o �,., z SRL. SPANISH COLONIAL 32 _ ._ . m W z E EGRESS O.C. ON CENTER W WIDE THIS DRAWING A D DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED BORµ BORDEAUX 33 j, = o U � E.E. _ _.EACH END �.ww. ._ _� O.H.—OVERHEAD OVERHEAD W/ WITH m� BROUGHAM �� 39 CS1 z w _ -- -- � µ AND SEALED OR WHILE CURRENT CODE IS VALID �Ro� �� EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET �" � �' _ RENAISSANCE 40 � REN. E.W.' VIE. VIENNA 41 .� w o EL. ELEVATION OPNG. OPENING WD. WOOD �.�,... m,d.M�,...�„�..��.�..,....p.��w�da�.�."��. TU S TUSCAN 44 Ma: }- cn Q o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW _w _ __� CLS. CALAIS 46 � M c� J ¢ ENCL. ENCLOSURE PED. PEDISTAL SINK W.T.C. WALK-IN CLOSET LU = co ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI � ! ITV. ITALIAN VILLA 58 a- _Cn o POUNDS PERS SQUARE M Cn Cn cn EQUIP EQUIPMENT P.S.F. Q W.W.M. WELDED WIRE MESH PBC. PALM BEACH 80 =. O z FOOT _ _ .a ............. ..,....,,,.,., ,,,.,,,,,. ,..e,,..,.".,.n.....>....,.". d.........me,. ,,..n ,.a.,o,.�,e.,a,.a..<.A".,�.�..,e .,,. gsrvsntxs CRE. CARIBBEAN 81 w z w POUNDS PERS SQUARE INCH W.W.E. WELDED WIRE FABRIC 0 0 �_ EXT. EXTERIOR w P.S.I. . Q _. _.w .. __ _. . ._._._._._ _ . _..__ _ . .__ CST. _ FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER _ COASTAL 82 M o FLRR FLOOR P.R. POWDER ROOM W £C`ol o w v, m FND. FOUNDATION P.T. PRESSURE TREATED i z0wo ,t3� cnz � � C� z O z Z Z W 0 Q QOZ (Z f U) j, ~ > � wool r LU �-1- W Z W H O �.J.'� , � � � w OFFICE COPY V) f z = z z _ � �W O_ w REVIEWED FOR CODE COMPLIANCE Q1 -17 W w W °° CITY OF ATLANTIC BEACH � a) o SEE PERMITS I=oR ADDITIONAL, ;� Lu QLU1u U.J UU_j O� REQUIREMENTS AND CONDITIONS M i a 2:- m REVIEWED BY:,,,�, DATE: -1G'!? Q QOOLL O Cy SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. GENERAL NOTES DOORS&WINDOWS PLUMBING NOTES �j 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO RETE MINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHO T THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUM USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 IN HES IN RESIDENTIAL AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING A ND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" F THE ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 2611,A131, cc a DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED ,THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A. GRADE. WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT �' WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MA BE NECESSARY. F F1 GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, i y � M � o EQUIPMENT, ETC. lei �, a n THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. m WINDOWS INDICATED WITH (E) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE DG. SHOWER HEAD ��; �f � � �� a H CODE W/RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 2 HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" f ; ALL GLAZING AT TUB AN HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" N ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SH L BE GENERAL NOTES . TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQU1 MIEBUMRER1.2 N. Nr ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIO S, a STRUCTURAL DESIGN CRITERIAg ' `� R z S: ROOF 20 PSF ( ) SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPE ITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. LL. LIVE LOAD REDUCIBLESOLID WOOD DOORS NOT LESS l%R►KC;HES (35 MM) IN THICKNESS SOLID OR HONEYCOMB COR n M F - DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT p ® RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICA BSF STEEL DOORS NOT LESS TMNCHES (35 MM)THICK, OR 20 MINUTE FIRE RATED Z BALCONIES/DECKS40 NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. Ove:. 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING TO FIT WINDOW OR DOOR SIZES PRE URE ® va TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA.x 3 1/2"TAPCON SCRE S, 6°' DRAWINGS SHALL NOT BE SCALED. �' z) � STAIRS 10 PSF FROM EACH END AND 12"C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR S D W/ Manuel Gonzalez,AIA O — ww ATTIC WITHOUT STORAGE 20 PSF (2) ROWS OF 10d NAILS AT 10'° C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND 8616. AR 96730 w ATTIC WITH STORAGE va � � 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). Sang-Yub Lee, PE p D HABITABLE ATTICS 30 PSF WIND BORNE DEBRIS REGION 72328 ry Z m SLEEPING ROOMS Owe 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDIN ODE U_ p CONCRETE CONCRETE UNLESS OTHERWISE IN ICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI ADE00 w 0 STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NDA). THE NOA SHALL DEFINE T00 MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN T N n M ® ? C) @ 28 DAYS J w Al5 APPROVED NOA AND THE CONSTRUCTION DOCUMEENNOT THE M NOTIFIED. OST RESTRICTIVE REQUIREME SHALL Q REIN FORCIN(�VELDED WIRE FABRIC SHALL CONFORM T O ASTM CORD SHALL B �' ¢ w w m PREVAIL AND THE ARCHITECT OF RE Uj :3Z ALL REINFORCING BARS ASTM A615-60 60,000 PSI J w O ASTM A615-60 60,000 PSI WALLBOARD M p ALL STIRRUPS AND TIES GYPSUM C) ® w POLYPROPYLENE FIBERS FOR SLA SON GRADE MINIMUM 1.5 LBS. OF �, < = PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X" GYP. BOARD ON A 0 ® Q Q Z = FIBERS PER CUBIC YARD GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED OM THE `LIZ ® CONCRETE ASTM C90-01, STANDARD WEIGHT NITS,fm=1500 PSI MORTAR TYPE "S'° 1800 P RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2°' GYP. BOARD APPLIED TO THE GARAGE IDE. w 00 �, o ® TION IS REQUIRE w INSPECTION MASONRY CONCRETE GROUT 3000 PSI CONTI UOUS MASONRY � � � I w z UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED OOR. w ® W O �-- STRUCTURAL ALL STRUCTURAL AND MISCELLAN OUS STEEL A36 36,000 PSI, U.N.O SHOP AN FIELD Ed — � � � ..cn 70XX ELECTRODES ALL OLTS CAST IN CONCRETE: ASTM A36 OR AS A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER-STAIR SURFACE A ANY p p STEEL. WELDS. E SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. � z _ ® wooD BEAMS,RAFTERS,JOIST,PLATES: U.N.O. No. 2 SOUTHERN YELLOW PINE (19% M.C.) U w w p FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXT ERIOR, or OSB �. W Z U) Q FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) GLASS BLOCK Lu ® � LL SHEATHING: PLYWOOD C-C/C- , EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS WA P _:.. r C Q A w � a- Z EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. ' LU VERSA LAM BEAM: Fb =2900 PSI 2.0E p O ( GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. A 0- i-n WOOD COLUMNS: PARALLAM 2.0E U. .O. UJ Z wBUILDING IDENTIFICATIONCL c = Q WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: 110 f . e-- — F 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN S H � p TRUSSES: TOP CHORD LIVE LOAD: 20 PS POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING TH � N ® OLL_ J TOP CHORD DEAD LOAD: 10 PSF 20 PSF PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WI _ ® o BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. O O TOTAL: 40 PSF 50 PSF , cr_ L_ STUCCO J WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO w ' O mI FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL U m SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIN LU ® z UPLIFT AS PER SPECIFIED CODES DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. ry U O LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. I ` Q W s z O w OUTDOOR KITCHENS WOOD FLOORDESIGN LOADS: cn � < � w TRUSSES: DEAD LOAD: 20 PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBO IBLE. ° U m LIVE LOAD: 40 PSF �...,) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBL Y THE z z ® TOTAL: 60 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXT IOR cnz O Q GRILLS OR COOKTOPS. '�-_r ULj FOUNDATION/SITE PREPARATION: ANCHORAGE � METAL AND WIRE LATH: LU 0 z > 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. " ; m < L BEARING PRESSURE OF 2 500 PSF, g J � 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE OI --- ' 2. ALL ATTACHMENTS FOR SECURING METAL LATH WIRE LATH AND WIRE FABRIC TO SUPPOR SHALL � �r ; p ® = FOOTING EXCAVATIONS AND SLAB SUBGRADE SH LL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART AND SIDE LAPS SHALL BE SECURED TO SUPPOR AND BE 12! ~ ® �' T LEAST 98%OF THE MODIFIED PROCTOR M IMUM DRY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. t Uwe OF Q ® � o= ACCORDANCE WITH ASTM D-1557.TREAT ALL SOI FOR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQU ALENT I ® O OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION T ��z� ' �� " z 3 cr: Z U f-- 2.THE OWNER SHALL RETAIN THE SERVICES OF AN I DEPENDENT GEOTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. META AND WIRE LATHS LL BE w U ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALE OF NO. LU IUJ p_ p � TO VERIFY SUCCESSFUL COMPLETION OF SITE PR PARATION EFFORTS. LOCATIONS ® � 11 GAUGE, BARBED, GALVANIZED OR BLUEDWAKSH IES LONG HAVING A HEAD NOT LESS THAN (LING TO MEET THE GEOTECHNICAL ENGINEERREQUIREMENTS SHALL BE RECOMPACE ^ ® ® FA ' TD %$INCH IN DIAMETER. RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. .r :w wU AND I=- ® z Uj 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY AND THAT THE MIRRORS ® W O CD AVE BEEN METS ALL BE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. I cn COMPACTION REQUIREMENTS Z p Z z 2 w Z H.V.A.C. NOTES >" m THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: m p __j ® p TERMITE SPECIFICATIONS: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION U_ I LL LU z p w MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. ( 1 w I cn w w SECTION R318 PROTECTION AGAINST TERMITE � O z Q = TERMITE PROTECTION SHALL BE PROVIDED B REGISTERED TERMITICIDES, INCLUDING SO! APPLIED ALL INTERIOR& EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN CE U F-- PESTICIDES BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVE METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A. I co >- OF TERMITE PROTECTION LABELED FOR USE PREVENTIVE TREATMENT TO NEW CONSTR TION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. I ' 0- w CDSECTION 202, REGISTERED TERMITICIDE). UPO COMPLETION OF THE APPLICATION OF THE ERMITE AL NOTES C w ELECTRIC C7o_ z TO THE BUIL G Z O PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED E FOLLOWIN STATEMENT: GRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICA WORK. ° O ® DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS TH THE DWGS. ARE DIA �-- w = "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTER NEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTIO PRIOR W U ESTABLISHED BY THE ORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. a"" " z z W TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS M w w W T OF AGRICULTURE AND CONSUMER SERVICES." k.., Y � DEPARTMENT ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL �"_"� Uj ® NOTE: ELECTRICAL. CODE &ALL CODES, REGULATIONS& RESTRICTIONS HAVING JURISDICTIONS. Z wF= 1) METHOD OF TREATMENT SHALL BE APPR VED BY THE GOVERNING JURISDICTION '°LI ID BORATE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTAL D z OR BORA-CARE" PRODUCT METHODS MU T BE DETERMINED AT PERMIT STAGE A D P DUCT OUTDOORS, IN BATHROOMS, & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTAC S. ® ryLU O APPROVAL DATA MUST BE ON FILE WITH HE BUILDING DEPARTMENT. Lu Q > U SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO Q ® 2} PRESSURE TREATED LUMBER THAT HAS EEN CUT OR DRILLED THAT EXPOSES U TR TED NOWSWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTE TO Z: Z = z PORTIONS OF WOOD ARE REQUIRED TO 13E FIELD TREATED TO PREVENT INSECT IlrFE ATION. THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE Uj J Q cn to OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WIT Lu w Z BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. �. ® � O ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" Z LU Q U) z FROM EDGE OF OPENINGS. ® ® zUjALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.1 LU E-- o = CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE D Uw SHALL LOCATE METER AND PANEL AS REQUIRED. 4 Q z O w ® VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. z U) z �_ ry - ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. ° u z O Z a Q IN EVERY KITCHEN, FAMILY ROOM DINING ROOM, LIVING ROOM PARLOR LIBRARY DEN SUNK OM -JBATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR A A, ALL F_: U) O BEDROOM, RECREATION ROOM, U z —' 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTA ES. . zw0Q � THERE ARE NO EXCEPTIONS. cory k3'S W Uj ® pz�t W 4 _ Cn w W LL OUZO W mow. � � ( ~ p n � W O �f ¢ WLL ` z C6 0 ZDZ — z m Lu W W ® Z CnOFFICE COPY 0 ZD ® z �QU w �ww m `—' Z " "'RIAL NUMBERMB 101tY Idi joo � 4.1 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS r1RAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 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OF 4)m 0- z GAS LINE T A7.82® ¢ > v TANKLESS W.H. 10LU w � Q � 4-10" 1'-4'I� w Z 0- p IiW C) C!� 82r_®"p Otf ct w z w 89'-011 ® ® � �_ ®'UwU ® x� �p w 0 U) � 1— �w = ry Mc) ® 0z �w 0 ¢¢ ® � 0Vnz ¢ °uUj FOUN TIO� Wcn ;Z: w ''- w w SCALE: 1/4" = 1'-0" COASTAL to :F: Lu 00 ) LU ®E[ _--- ®mwwC) tnco � 0ADDITIONAL NOTES, SCHEDULES & DETAILS L'nj LLIJ wwmw CAN BE FOUND ON THE AI.N SHEET.® 0 SERX NUMBER R 1014.0 TO THE BEST 5F MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING Ci�MPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN rfFECT AS OF DATE OF CERTIFICATION BELOW. Q January 3,2017 FOUNDATION N 0 U $SEE GENERAL NOTES FOR CAST IN PLACE 1' CONCRETE AND REINFORCING REQUIREMENTS cu Q �a) CONSULT W/ MAN. SPECIFICATIONS PRIOR TO � 2. a o 1POURING OR RECESSING DOOR SILLSOF FLrj __. ._... .......... _........_...,_ .. .., � m EXTERIOR SLABS SHALL SLOPE 1/8IPER FOOT °- 3' °AWAY FROM HOUSE { u PROVIDE 8°°X 1 1/2" RECESS AT SLAB ' -: 4' PERIMETER (TYP., U.N.O.) ALL FOOTINGS SHALL BE MINIMUM OF 12 5' BELOW GR96 73 z .��..�. �.�o��d.��mmBEADE ...a -"a.� .�_�._. _...- e. �__.. ��.�...._e._. dd _ 0 VINDICATES FILLED CELL w/ 300OPSI zz ! FTG. 1 #5 mw � =CONC. FROM FTG � � / ( ) � px z cn Q IREBAR TYP. ABOVE SLAB HOOK FTG. OVaiiOf " p _Uj DOWELS 5" MIN. EMBED w/ 25" EXT. w o £ABOVE SLAB. 6°-0" 0-C. MAX UNO Manuel Gonzalez,AIA .-- _._...._.m4.��..�..�._��._ � �m � . 4 6_....�. �.a __�,..t a��.�.. d.e�.a �._.�e.a ns._.w ��.� �.dmmd�a. z m �8"x12" 45 DEGREE CONCRETE BLOCK Sang R bs730 Lee, PE ® � J FILLED CELL w/ (1)#5 VERTICAL DOWEL 72328 CD 0 aW. o 12"x12"CONCRETE BLOCK FILLS® CELL N� 00 00 ® w z¢ ow w/ (2)#5 VERTICAL DOWELS cn ■ N M �.�. _._ .. _.�mm ._._.........�dma�.��.�.�_ _._.d_.e"a._._.�_.� .4._�.e� 6.a.Q.a .�_....��e��.��_e� �.�.�_--... 0° E8"x12'° CONCRETE BLOCK FILLED CELL w/ Q w w o ZD = 2 #5 VERTICAL DOWELS c� J C) o = _._ .__._.._._. _._..__..._._. __._.�...��. �o z = 8 45 DEGREE CONCRETE BLOCK o �8x8x z ®M FILLED CELL w/ (2)#5 VERTICAL DOWELS ,�, � O .......... .�.�.dd.rv..........a._ae ..._.eee��.._.._�N.�.�.�.�_..._T.... .�... .�.�._._.................._.. ..__._.�.�__��_.r.......�_._.e._�..w .�.�....� _.ee._.d... � ° � `` Q � w "' £INDICATES DOOR OPENING C) O �' pW w ® Q ®Uj z — ■ Q ® , Uj o U U) Q Uj 0 z x ct � z o Q ►-� W z W J A F— Q �_ ® o CLU ® ■ 0 LL] LL_O a C., 2! < Pro C) 0:' CD LU a 3 �eµ� O m _ CL ® � w 0 z F „ Of U 0 Qry0- D ® W W w Q � ry I ' Of w `°"�"� .._ ; Zu— m ._ i .:.... 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JOINTS SHALL BE CUT 4 'CV U ® � TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, _'� o2S Im U_ � AS CONCRETE ALLOWS WITHOUT RAVELING :Z f `W 3. iF ® ® z PLAN VIEW c) F- cn 0 r W i z 2 SECTION GAR. DOO SAW CIJT DETAIL zwoQ Q cn 21� U, � 1 U z SCALE: 3/4" V-0" A11NSCALE: 3/8" – 1'-0"Uj w z Q Uj cry `L w U_ IC I— c� z � � ® cn o= w w Z ¢ _ � vat-- o `0 F® w mq ct z � x Q W W f— €� r cn ® 0 :2j Uj LLJ W ppLU C 0 _;Z .� O w__j LL. e a ` <t c.a ® O � SEI �3s BER 1014.0 TO BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, January 3,2017 L U c 85r_Oee %a:.. F , ® -40 kr Ft 0— e tr ori 11 0 1-011 4h>^< +ate op op n e er e , e eeG o -0 10-0 4-1011 5-911 28-3 81-7" 13-11 BOX BEAM TOf Ilk COLUMN WIDTH B 1 (TYP.) 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X 48 1/2 VINYL/ LOW E 2 OVER HEAD GARAGE DOOR 18 -0 X T-0" NON-INSULATED RAISED PANEL rt rr �;µ, LASS 2020 24 1 2 X 24 1/2 VINYL/ LOW E / TEMPERED STEEL DESIGNER z LL D FIXED G / r 1r r rr wx " 3 EXTERIOR SLIDING GLASS DOOR 16 -0 X 8 -0 TEMPERED Q ® E FIXED GLASS 2816 32 1/2 X 18 1/2 VINYL/ LOW E „ 7- 7, rt rt r n r n Ova�t, � ox. ® cn F FIXED GLASS 4052 48 1/2 X 62 1/2 VINYL/ LOW E 4 DOOR 2 -8 X 8 -0 SELF CLOSING, SOLID WOOD NOT LESS THAN o cf) w 1- 3/811 / OR 20 MINUTE FIRE-RATED Manuel Gonzalez,AIA Lu ME - AR 96730 � 5 HOLLOW CORE POCKET DOOR 2'-8" X 8'-0'° Sang-Yub Lee, PE 72328 ry O1 w1 6 HOLLOW CORE DOOR 2'-411 X 81-011 ■ Q 00 ® 7 HOLLOW CORE DOOR 21-611 X 8'-01' t„ ■ N I w z 8 HOLLOW CORE DOOR 21-811 X 81-0t1 J ,,, w Uj -J w 0 10 GLASS SHOWER DOOR 2'-011 X 61-811 TEMPERED ® ® _ 11 HOLLOW CORE DOOR (2) 21-611 X 8'-01' o o W p ® � 0 12 HOLLOW CORE DOOR (2) 21-011 r X 81-011 rt ® U) � p W '' o o w z 13 HOLLOW CORE DOOR (2) 1'-6" X 8'-0" '�" 0 > w O . _ ■ UJ _ w ® � z L_LLJ _ ® INSULATION SCHEDULE ° Q � U „ ® � � LOCATION TYPE R-VALUE U.N.O. 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A `j LL W — = v ® 1 X6 APRONz .a w z ............. ......... .._....._ . __.._. ......_. ....... z = — z m p w s W _ c - 0 5 WIN I'�W A I DETAIL T NSIT10 DETAIL 8.1 SERVICE CENTDETAIL $.2 SERVICE CENTER DETAIL F- 1, � U-1 � ~ o � SCALE 1 it 1-0" SCALE 1 =1 -0 SCALE 1 =1 -0 SCALE 1/2 -1 -0 k , w w m w 5.2.8 5.2.8 5.2.8 5.2.8 � �n� � �:ED ..� ,® � ooLL_ < 0 �_ 0 mj SERIAL P,,IUMBER 1014.0 i i I TO THE BEST Of MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS N NOTES DRAWING COMPLIES WITH DA APPLICABLE MINIMUM EBUILDING .�' ELEVATICODE IN EFFE January3,CER 2017 TION BELOW, O PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM cu 1. iFOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS dr ag ab.T 1, ��@ .. �® OTHERWISE L 4 �y w FOAM APPLICATIONS FINISHES SHALL BE ACCORDING m 5.2.8 � ��. F- 2. ; . �T 9 � 4 Ta««EACH. ELEVATION«.�«.«.«.«.« .««....m_.«.«.«.m «. .«.«.«._.«.« .«.«.«. _.«.N.« .« — — — — — — — — — — u "CORAL-LIGHT" R EQUAL PRE-FINISHED — — — — — — — TOP OF RIDGE aGon C� CORAL LIGHT ® QU N SHALL BE INSTALLED AS PER ffi 3. FOAM APPLICATIONS «.«.. MANUFACTURER SPECS,. U.N.O. . _«w_.«_....«._..« _ x CPRE-CAST STONE APPLICATIONS, SHALL BE 'STONE ROOFING PER z � ; CONTRACT, TYP. � ,r�s, �� $� _ 0 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND C) z INSTALLED AS PER MANUFACTURER SPECS. Q TRIM WORK FINISHES SHALL WRAP ALL OPENINGS £ z � � Ovate o = 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE �r `.. , i U) Elf F— Manuel Gonzalez,AIA w0OPENING._._._._ «. « ._.«_. .__ _.«_ «..._.« _._. ._.. .«._ _ .«.__ ._....«. o m AR 96730 - _«_..m'METAL WORK IN INTERIOR AND EXTERIOR RAILINGS Sang-Yub Lee, PE 72328 ® M __j 6. SAND APPLICATIONS TO BE FAUX WROUGHT IRON 2 in ® ALUMINUM .�._W_«««.� __ _... w. - ._« ___.�_._�...� ._ «�. W._.«._._ .«.. _ .__€« « 0 ~ _ THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 5'2'8 ■ 0 � ® � 00 ® � Q 7, MANY MISDESCRIPTION SHALL BE CLARIFIED BY THE MIS cn ■ N M > f- co ARCHITECT/DESIGNER M �T,®P OF-PLATE _J HEEL ® ® w THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING ` _ _ _ _ _ _ _ _ _ _ FOF - - - - - - - - - - - - - - - - - - - - - - - - - - - J z � � WITH THE SUB-CONTRACTOR/ MANUFACTURER AND � e_4"� ~ A 6 ® � ® 8. THE ARCHITECT/DESIGNER IN WHICH ALL ____... W __ __ __._ _W_. "� � COORDINATED _ _ _._ � ��..�:::: :,.._._ 5.2.8 � W � o > w z ARCHITECTURAL APPLICATIONS WILL BE 00 o > AND APPROVED PRIOR TO INSTALLATION .�.w::::::::.....: :::::::::::: ::::::::::::::::: :::::: : o .... .... I f......_... 4 I ® � o ««« .«.«.«.«_._.«..«.__ .«..__«.«. .__.«._.«.««.._«........_«.«..«..._ « .__.«.«. ..�_«......._...__ .«.._.. _ «_.. ..«._ ._._ . _� ._.__.w. «.« I I.. w o ;ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING I ._ ____ _.__. I __:.: µ. 1- I TRIM @ a _ o ® Q z ' ;HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. i �..................... r_ CORNERS (TYP.} ® r; ¢ o CD I i..::.::::.:.: w w z oo �- I _I._w .__.w __.__ ___ I __. _._.. . __ _____ _-« 3D:f o U ® ¢ I 1...:..........«...... .......................... ....._............... _......._ ® 5.2.8 �„ w .............. ..... ........... _ _.«. «.«....«._.._.__ z x I .. ..W ... . ..:....................... ... ..... .w......... W.. ....................... _ ._ Q A ........................._............._........_...............:.................................. ..............::.......:................................ ... ....:......... .............. -. __._ «.._. __.« J c W w w _ _ ._ _ _ - � FINISH FLOORLq_ Q � z o 0 rY °' ■ ® O a 110 N 0 or LL 1 5 7 € LU ��'A O n m 5.2.8 5. .8 TYP. LL_ 5.2.8 �_„_ w ® z C) O mow_ opw LU W Z � w m LU U-1Z Q' ® R NT ELEVATION " � 1C w � ~ U_ rf SCALE: 1/4" - 1'-0" COASTAL Uj may® >- w W ¢ J ! €€ J ® J 1 P d € LL_ LU ��; # O cn F- :� 2 I <[ ® ® Z €._. ' �— C7_ 0 � 0 � wU) U O � ¢ ct o ® ROOFING PER = LU M 0 1 I ® z CONTRACT, TYP. I ® u; O c� '¢ z ::D L U � mW � m ¢ I N z :J _ � � w C) U 0 - J < W ¢ ® w �� tF-- - ¢ � � � W N Z � Ocn ¢ � i— O wQ �UI— 8 p � ¢ nCD Or- Lu m j Z O ��q ZLU z cn TY i t . wwcn cnw ® z - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF HEELLU I - .. = Uwo TOP OF-PLA- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ POFPL U I f ® «....___.___..._._.........._.._. .. .....................................ry _ $ -- �1-- :......._............_..._.... .. _.._.... ..............._ m z LU _ _._....__._.. _ I .................. _._..... w ¢ I «. _ .« .« _«. _««. _. ___ _ - _. __ .«« « «.. M.«. «. «.««� _ _ _«_. ___«. _ _ _.. _ -. _ - __« _ «m._ «_ __ _ ._ �_� _._ _ __� _ __m.«__ « .�« I _._.« «._ .... .. ....... ....... ........... . ........_........ 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H FLOOR � z w = O FINISH FLOOR - - - cnzF- ,� z _ Oz cn £Cn Z: 0 a cn _o N. ..,. LU 0 . � Q ® v, ry 4"TRIM @ CORNERS PRIVACY WALL 1— w > (TYP.) 3 7 5 1 , may ,z C) >- 5.2.8 5.2.8 5.2.8 5.2.8 Lu � ,.,., ® z TYP. €.. LU U_ z £�--` = Lu CN UUi-� 0 IW zw � ILU co � � — ® I� � w � `® � ¢ _T_ cn Z = z ® OF 0 � 0 � UwRKHTELEVATION ¢ � ® z = c~n SCALE: 1/4" = 1'-0" COASTAL cnO ® � LU Z ' ¢ UASPHALT SHIN Q L. _U _ « a wwmw ® z 1014.0 TO THE BE OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, 6- STAIR RAILING AND January 3,2017 U c 21-1 UU ARDRAILING NOTE -I--# STAIR RAILING AND STAIR GUARD RAILING SHALL BE �- LOAD O F a: �, ® CONSTRUCTED TO WITHSTAND A CONCENTRATED °- NDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY m 200 POU �- DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD h O NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50t�,_Ifl` I �' "NO 0" POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY t DIRECTION. INTERMEDIATE RAILS AND POSTS (IN-FILL) Z: SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS PRE-ENGINEERED TRUSSES DE ED 10 R 96-73 $� _ ® APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT BY TRUSS MANUFACTURER N`) � A ,� * w � z BEYOND 14. 1� 4� Q o CONCURRENTLY WITH OTHER LOADS,d„- -�_p. .dd-.� �.... COFFER CLG. 9 Ova's �o z v _ -- ------ SEE SHEET FOR p ---------------------- --------- ---- ------ ------- h , .. . y — 4 ,' R �. _ . TAI S F R THE S .::.f_,..., n...,: ::,, *.,�. �. � Man = THE UNIFORMLY DISTRIBUTED LIVE LOAD 0 u �A Of � INSULATION SCHEDULE AR 96730 ,.,: ..., ..., ..._,..., ...,. ___.,. ,,,. .,. ,. ,, . ,. , ,._: ., _:,. ,:::; LA ON SCHE e Gonzalez, � w o SHALL BE 40 PSF MINIMUM. :,,.,. Sang-Yub Lee, PE M ................:....:.:..........:....................................._,,..,.,.,., 'Z'r, y Z 5 ).,,Z x't,`,; t .�.. 3^ i `n4 E Y�,f `,R f y�.� S Y....S f".t_,. ZIV, .. 11 n.;,: ... :. ....;-�..<,. 72328 J �= O HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE w- ■ ;;, 0 � ® IDE DIAMETER OF AT LEAST 1-1/4” AND NOTPU, ■ AN OUTS .. .. 00 o .� z w . 00 N M �� W rl C:......:,.::[:.::...,.,.,.:::: ....:,....,::., [r ¢ IT a:: ::.::. NO TC IRCUALR _ 2 . IF THE HANDRAI L IS i:':is '-11 w w ,L THAN :: :E = GREATER G 'IT .. } : �.► "ft' I , t: iE:� :•:-:• t . r:: :,ti t ., ::.:.. .....x ... - c COVERED :E .t€ u rr , 13 > �-- _ ., : €:.. :t :.. :€ �, _., w O ION OF AT LEAS T 4 AND �: : F— SHALL HAVE A PERIMETER DIMENS _. 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E o >-- W Z w :` k ' m: f ( ,f`v o _ U ry E5 .7 .- _'. .. r O ■ N Z z ¢ O ® O .� jf U_ .. >- 9 W U O M m FK I ro Uj� U) A 131 ILDING SECTION C-) 2'� w0z w� C,0 I 2 I Q � n A7.82 SCALE: 1/4" = 1'-0" COASTAL a ) I U [Z m Z CD 9 * � O ¢ I LIJ I w U_ LLI j— j2 E O m ¢ ' : O ¢ U. LL. U) (!)of, `� NM i u-1 E J O - ¢ Uj ® C fe- ; � OCH _� :_J , j V 0- Qo U .: � � ® u� U-J m W Z � } ® cn O (D W ¢ ZDFnz m I rn .- U O J S LJ—. � ¢ f E ® —I p p F__4 H N z = ® '-L' PRE-ENGINEERED TRUSSES DESIGNED U) J w SEE SHEET A2.N FOR { o co ¢ = BY TRUSS MANUFACTURER I w z U INSULATION SCHEDULE cn I ry J cn >_ \ . . , I . Z �! , i € :. {/� ® ® E �' �- v _ . Z 4 4 1 :.. _.._._.... �" LLJ C/� Y a._4 < . .,r .� - .n? -. -:... y I wZ w c , .,,, .:,. ,., Cl � w ®LIJ o w, = c' EyjU �_ m � � Z £�� orfO : .: [ #o ,......... w �: i ¢ ® LOUR ET GREAT - E f zz = z I v WC7 � `� I 3 U) _ J ¢ KITC E N ROOM E 1 w :, BEDROOM 2 ,tt W Z I it 3('lf.:ha.; I - .... I ® � O j S..FEN 2s. 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Fs rvra Z _ ¢ € € 'i ¢ ) � € �3 W/ Z ¢ _. �.- W ® � � �., Cly _ ® z Z CN mi w ILLI 3 O �® W � OUIW— O '� 00 �f 0- — Z W I Crfn � L1J '® £� � W � � B B�UILDING SECTION , =WPft� � (n �- '� o rr r-0" COASTAL COASTAL Z z = 2;, z A7.82 S LE: 1/4 = 1 -0 1 �_ = 0 i Z (D cfj W I < cn � jYm LI 0 W W m LLJ r ® 10( [n Z J U_ C� .ROO % � . v �_o1014.0 ¢ 0 F-- 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. CL January 3,2017 U i�' c .F■, , � :, `' � . „ W , I m � I b Go O A/C_COM P.�_..#1 tA � L 11 t ��` : N s 4 R 96 { 8 Z (� O � F f 1 1,a ,� S?' @ �' 4 ,�� S F I Z ........................................................................................--............... ........ ............_........................ ........................................................................... .............................. ...................... .............................................................. 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O aii W ( ...° Manuel Gonzalez,AIA w Q :I- �e AR 96730 � w '� ,� ® ® ® —10 X10 AIR ® W : F LAU N D R Sang-Yub Lee, PE °C °° JUMPER ® � ® 1 f 72328 W GOURMET i TANDEM ■ 0" off ® L ONE CAR - DINING ROOM KITCHEN 00 : : ■ � M w �r.. _ u) W = `� GARAGE a t > F-- m ¢ u, c> I0 W . O �: � J - ® _ CC3 J D O = ---------------------- ------� LL f. ~ A .2 Z .. �. o Q O ® � ® w o :... - 1El > cn : „ . LU TWO CAR ■ 00 Z _.,,, _ _,_._,_, " O W O : 1. ,+ 2 GARAGE �� ci E I W O i ¢ W Cn p 3 I ■ ® H ® F- - �--- _ W w f S 00 1 ��, Q GOVERED w LANAI PANTRY lu .Q ' i w Z �"j 04 0, z k ¢ Uj :;;I Q w O I J U �i.. a J x ,>�,- w 4 STU D1( 9 44 - f- z — _ ¢ � _ 0 ® GREAT ROOM ® O J w U- � a N �_ ¢ ..... 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K . , :r 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �- ELECTRICAL LE____ GEND January 3,2017 0 �, dj SINGLE RECEPTACLE �'' DUPLEX RECEPTACLE a) d � 11 �Ze -® - __,,,...._. ,_ ._ ._ 240V.RECEPTACLE._, _ . .- _., _ �.��.� ad ,�.ed,-� SWITCHED RECEPTACLE11 ,w_.�,.�,o�._.�,A-.d� �.�.ed- - ..�..m,__d _.._.��.M,._-_.,.-- _d.� DUPLEX RECEPTACLE 220 VOLT)) �1' ( A/C COMP.#1 1 I , .�,...o.-d-.am.-.-e-a e...,,,, ,,,,,,,,,,,,d",o"-_,�,"..,,,,.,..«,,,,.e....o,. ,.,,,,,,,..,,,,_�.e,,.,e...,a"e,�.e.."„.,._,.,,,..,,"_,,..,eo,,..... e,.,_",A,.,,.,,,..,_.e,,,-,...,,e.�,,.,.,,a.,,,,,,o,�,.e,,,A i i i� 6'�:.\ .h e O _ f-I. o. j SINGLE FLOOR RECEPTACLE E I $. DUPLEX FLOOR RECEPTACLE } � 11% � „Y �� _, µ� __,_,_._,H_,,.__.,.. ,,,,,_ ..._,,.._._.,.,.,,�,,.,_,_�,,.,,_,_,_.. _ r E.M. WP GFI �� .� z ”" SWITCHED FLOOR RECEPTACLE FOR HOOD VE T GAS COOKTOP _ _ FOR IRRIGATION `�� — O SWI C [� - - ,. �� .. i 116 t' 1 a i , ___.., __..,.. ,_'_ - .......... ..... ......... .. ........ .......... ........................ .............._.......... .. a. 0 .......L"L-'9� —. Z __.... ..... _ . .... ...... ..._.... .....-. . ....._. . .............. r; t i-t:._""'""'_"'_ .. , ;.cr:,rte.�'SiG`W,�,�u-:.:.__,.:_E; ............ ::: V1�1. ,� :.............. .............:.. ........ .._...... ..........,. ®_------------- 3 Ova _,,� q: � UADRAPLEX FLOOR RECEPTACLE E m GFI GFI GFI DBL J /4 EMPTY CONDUIT TOr E AWP GFI SURFACE MOUNTE Z: _ ._m._mr _.. _. _. M. _._. r � M _ M _,_. _. _______-____ -__ ,___ ___ ___ ____ __ _ .,_._ ._:: .___ __.__ .__ .__ _- REF. GFI - :__ .,_.; GANG J BOX W BLANK e ....... _ . GAS D-1 U N D SOFTENER GFI, O — w ir Manuel Gonzalez,AIA = GFI GROUND FAULT INTERRUPTER R WATER LU SPACE OVEN ELECTRICAL PANEL PLAT IN GARAGE U') �-- _,_. rm,__._ _ ------ - W :,:..... w 1�::' ;° PACE _ -— `` AR 9fi730 = o _.._._._,_,_ ------_,__._..._%: W ... °O- _ '1�., Sang-Yub Lee, PE o-- - W P WEATHERPROOF GROUND DIN I NG R OM z _,�W ....._....._.....w.._.___�_.... __1_-_'_1_'_________'___' ._ _ _.. __ _. ! WP GFI - I : 72328 m . .:� _ ®\ \ _ o - - G P _-------_ �' EP ELECTRIC PANEL COVERED :: - F �-- o -- - \ o a._._a.,a _"-e� k .,,..'.,. d...., _.,..e.�a,__. ._,_. aped ,��d_,mde� �d,4��dw,d.��.,.M�d.��_"_._.� ... G U R M ET K I H E _,_.-d.._�__._- I -, TC - t�� e W W GFJ�' — H LANAI �; O N/ sP c ' : / �� \ w V P VAPOR PROOF i CL ® � z LL FIXTURE -_ 4 U/C FOR DI .... . ....._. �'� � I ��% : ...................................._ �` \. "' a J w ® RECESS INLAND. (EYEBA } i . _ 6 :::::.1 _ ,.___ ___._._._._. \ ¢ O �. ;. :: . � : y�y� t i . : � : � . • __., `�_ Y'.. 3 �I 11 w o SINGLE FLOOD WALL MOUNTED . `�'�'\". FOR D. . 3 , E TANDEM : \ I q_ x IF U/C � ® � _ _�__ ._.�. ._ _w_...W ...._._..__._._ w._ - �. \ o DOW € _ -- -- ®�----- -- - i�� _ _ __,, I- ® z $ E: 11 11-1 _.x,61. 1: _ a _ # VI E \ i _ NE CAR Q z = = IDOUBLE FLOOD WALL MOUNTED / `\ ___ _ o `\ �� GARAGE -de ® O ® — O - � SINGLE FLOOD - SOFFIT MOUNTED00 ��_ __ , 1 \ — -- 00 El Ill 1 %„,•,„..___.....,._,,...._�._.__.__-_.__,.".............-_____..,",t.:..._,,.,,,,...,_r____., _..._..,__.,..__,___.._.,..._.,..._____..___. E E g / `3_, .µ, _m ,„,, __..:, m:,, „_:,:, _____. ,' _ ___ ... ....._ .. . . : , ... ..... W t i .. ...... ........ _..... _,... TWO CAR N _ ._.__ .._. __. �i w z DOUBLE FLOOD - SOFFIT MOUNTED \ ................._......:. _ - _ - I A.H.0 o o > _, _.._.,_ .,.m___._..�..._.w,n. ,_._.__.,,_,___._. ,,__,_,,, . ,_ ,,,,, . _,_. ..,_....__ : , 1 �`- : : I GARAGE E > w o _„ __ _._..__..,......_.__ / 1 \` \ OPh OUTLET FOR G.D.O. '�"'” ¢ w o HANGING / PENDANT - CEILING HUNG j \ I I SECURITY SYSTEM '� I - ■ ® � Md_,d �-_.,.-- d�b_,ae--�-.d-Qo, �, ___'_._�,de,-,�_-o�-I---,------------ f 1 \ - 3 M '- z INCANDESCENT FIXTURE - CEILING i \ ; E w ¢ I / ' , \ \ i (MIN. 6' ABV.) . _ Ell r F- _ ® } , / o ¢ t--' _... ,_w _ MOUNTED.,._. _..._.._._._,_w _ W._�___ ._,- / I \ O w w._.__ E / \ ATTI C ACCESS 11V/ o A cy w z -(� INCANDESCENT FIXTURE - WALL MOUNTED ..... 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FIXTURE 1. £ 12 ii \ ROOM `\`\` / r4 \\' \ \ ,,,,,,,,,„,,,,,,,,,,,,,,,_,.,�,,,,,,,,, i / ..................�.... €§ '.... � . .....L.....�........ ------ \ `J'.I ` .....� -.1............ .......................... .........11....................I.............�.................................. ..................................................�......................................................................................................�. ..........................�.................................................I--.....................................: ......I...................................�.............................................................................. � w ® 12X36 FLUOR. FIXTURE ---- - : �— 9 W w ........... / m_ __.,,,_. _. ..w,,,_ µ_ _,. ,,..,,. : { 1 4 Z” U.", : o- TRE : / 1 — _................i , o -� ® 12X48 FLUOR. FIX U ... ___ - - - \ o m _.M _._. i 11UP GFI : - - U m 24X48 FLUOR. FIXTURE / -- -------- ow _._._„ .... EXHAUST FAN / ''� / 0 / '' E ® O w _,"_.._.,., DIC \ z / - ; W LIGHT < � W �o EXHAUST FAN.-.-d� e_, -,d .p-. e _,4,-d-, _- -.- - ® i'` -- ._ ....,. : FOYER n £ ro w l ,x,,,, U m M. ECTRIC CO. METER WP ------ 11j : EL : ; ; : ; : 3 i ,/ I z - _ _ .,, , . , ® m _ ; { G F �— m � z z TV Ua G.M. =GAS CO. METER ❑_ .-._ 00 o ckb ... ��, w._._,.,_��.......�,.:.�_w,_,_�.._�.,__,,.�.,_.�...�.._ _.. .. _ _...... . __... ............ . _ 0 _ . ____ W__ _w_w w w.._ __ c� cn ---I----------- ORBEL . ....:.... ........ \_ ........... ...............:............................... .._ _ _..._ --_ I 1 GF L GF 3 w MONOXIDE>-- SMOKE DETECTOR/CARBON MO ; ti / - _ -; = w � Tv W.I.C. - __________.__.___ ______ __ _ __ SD/CO ❑ — — — — — — _ ____._-_____________,__ 3 - - E — — — r ii _.„ F– ,; - ........_................... :4 DETECTOR e,.d�d e._.-d e.,._. .e....y�._.ee._�._.-.,-.__-,��o- --��-. �.-��-m-_�._ a�,.e"_.ed"d..., .e: , o ed,...� .�.a.a-.4 - >- w __ _ TV z > sD SMOKE DETECTOR _,..__-___„__ I ��.� .; m ;: : 'N 0 ._ .... r v. - �,. 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L. i ® o c.� / :�-� _. ,__, BEDROOM RE ONLY r / ._.__ _., __ ♦ K PREWI : : ONE JAC z z PH N"___,_, _",.",_"_ _ _ - _,M m, MASTER .. — ..�._ ___.___m__,_.__.m_. M_.__._,_ ,. M_ ...__ _,µ._ _...._,-_,__µ t -�- ....................-.... ! t ¢ 3................................ ^J Z W0 I ;> Z 1 _,__ M STAT BEDROOM 2 �, w T THER 0 � O _ BE >- DR C m5 � G IRY E _ %' I _ G I �--- t -� — O PHOTOCELL SOFFIT MOUNT £ ;. ® ¢ _ _ _ _. __N .__.w,m_.__:,.. _ _. m ._ ._,_ _ _ � 2 ---- ENT '-” _ ® w PHOTOCELL WALL MOUNT Q z _ ..,�. . ,. _. _... .,,__..__ _ ,.._,__ .. ,_,_..,,,..._._.____._ ..................._,._.__ _µ __ / : : BATH 2 :w, �- _ : ' l U) l w :! '/ — :MiiZ s' -� w RICAL PANEL I ECT cn Ua ® SEL PT. / i LU U �-- sP SPEAKER WIRE FROM TOP OF WALL : 11W.I.C. �11.-\ : / f ' :3 ; d.,qd—.,.I---_,.,A.,�� d m K OPT. N \, l ;£, M� I. i LU i ' ? ; : ... .......................................... ...... ..................................... ..... .-. ......_.. ....8...... ......._................. _...................._.... ........_..... .......................... ”, .,: i ,..,. KEYPAD GFI c�.... z :.._............................... ............................ :....................... ............... 0 .. ;� .............................................:......................... ............. „ . T _.__..... -___' _,_ _ _.-._..._-- _-_-__ __ _._. i ♦ ♦ - ---- ___•-_ ,;3 .. i3 o =CHIMES _._._._.__ __ . , HB _._ . . _ _...... aw .A,pm -_�,d.� �a �. E . __ _w._. .. . , m LU z z cn STRUCTURED PANEL (A.K.A. SMART BOX, ........ LU ® w ® z F====� COMMUNICATIONS BOX, MEDIA BOX, HOME GAS TANKLE .I ' �. z C9 w p DIRECTORY 00N -:F �- } m z WT. (INTERCOM w ¢w U FOR REFERENCE ONLY to"' z z = #1.7�<�x; I z ;e 3 UjC� � ¢ � �? W U) J z W P< z 13'�3y`�E ; a- fnU) � � � I LAY T M_ __ ¢ � z FIRST FLCOR LE Ww w ® ® � _ _ , in ® SCALE: 1/4" 1' 0” COASTAL N � U � w ¢ ZD ® = Ico U W £� � �-L_ U) � F z ® = O IM rnz �- � T ��\ Opz\ �11 CL � C/) fir/ ® U Z � f :F&C� I Zwp ¢ I I-- > F I w ® QZ '� I =:) CN wu_ z w =p c� w ICJ') >- zw - ® 00 9cC/) Ofw � ws �. � J Un �- z0 <t E ( z = z �° -) Uj �- _�— '( ® z = cn U �_ ® F_ � I L ' W :'U ca O � w ED : U (♦s^, F.� w 00 ../ OFF-ME COPY f D � f ' f , qq, • J 0 OffRIAL <. A-- o 1014.0 QU TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. L O C) cu TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1, INTEGRATE INSTALLATION OF WEATHER RESISTIVE 0_ BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER EAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER OF 0 M m RESISTIVE BARRIER & NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & An � k k ~ 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE I STRUCTIONS. THROUGH FLASHING BARRIER TEMPORARILY SECURE . O HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY SECURE WEATHER RESISTIVE WEATHER ER UNDER WEATHER RESISTIVE s 4. INSTALL HEAD FLASHING U BARRIER ABOVE HEADER TO BARRIER a° RESISTIVE EXTERIOR ALLOW FOR FLASHING SHEATHING � � Z: U_ INSTALLATION BARRIER 61I � All ® O 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER TAPE SILL PAN z ® FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPES Esq Q — RESISTIVE . INSTALL HEAD FLASHING UNDER 2 4 'ca� z� 0 Of BARRIER WEATHER RESISTIVE BARRIER ® — ova; . ��u � ,� w (ASSEMBLED Manuel Gonzalez,AIA w _ 3 FOLD WEATHER RESISTIVE r WINDOW } �� :,., .,:. :..`ti ® SILL PAN BARRIER BACK OVER HEAD �, 2 AR 96730 z °° FLASHING AND SEAL WITH TAPE CO) CO) Sang-Yub Lee, PE ® � {, 72328 o 0 10 ZZ FLASHING ® a\ G) o .. 00 O z : :: DO NOT FLASH C N w = Q ! :�-"::'::::.,, M OVER BOTTOM cn N I I...... .. �:::'.::;: , m CORNER > �-- m w. NAILING FLAN Q o w ® � o _.µ.. PATCH J J 0 I,. I ® ow _ cd J Q ® z _ NOTES: ® � o w ® 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYF E 00 o rr ll O e, V Ll.i J > z i (MIN. 6 WIDE). CONFORMING TO AAMA 771-07 U, N ® W O FLASHING 4 :: FLASHING L � o Di 0 — 2. REMOVE WEATHER RESISTIVE BARRIER FROM OP OF Q o ® � z i WINDOW SILL PLATE. — 0 LU w ® i NOTES. ,I 3. INSTALL FLASHING IN ORDER AS SHOWN BY N BERS. n- o cr z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) U-1 o a `: CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED "' Z 0- CQ ``.. BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 z a Lu ® `- 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS Q J A v U) W = Q 3. MECHANICALLY FASTEN AS NECESSARY _ ® A ® O � °- WU- SLIDINGFLASHING DETAIL _ TYPICAL WINDOm"W FLASHINGpZ � N EXT-1 TYPICAL GLASS EXT 2 ® o (EXT-1} D3 (EXT-2) E W ®3 N.T.S. - N.T. LU OPTION A ® gym w0z ¢ ryII FLASHING ase ,a CONT. DRIP EDGE LU -11 v m CANT STRIP ACROSS DOOR HEADi ° / z - ® TO DIVERT RAIN ALL PER PLAN f z z � � �� WALL PER PLAN (n o SILL PLATE 0_ cf) WQC `r - LLJ LL >-- W =w RAIN DRIP z > SEE NOTE #2 1,� XTERI R REGLET Joy 0 UJ __j = OOR : UjLU U WALL SHEATHING EXTERIOR o WITH WEATHER }- ® 0 RESISTIVE BARRIER WINDOW Q Q CL ® � m 0 ® z NOTES. NOTE: Uj LU 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6'I WIDE) Iw�° _ C-) = m CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR �-- DOORS THAT HAVE NO IMMEDIATE OVERHANGS ® ® z cn O (D 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND z =) Z5z m w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. Uj z U) U) � WWATERPRO "" EXTERIOR DOOR EXTERIOR WIN � s w b (1) ui c) P c� w < Qf mor_ - EXT-5 EXTERIOR N I N OR BEAM EXT_6 H EAD DRIP T I L (-EXT-7 HEAD DRIP DETAILUj Ur W z W.D3 O (EXT-5) N.T.S. (EXT-7) N.T.0 D3 S. N.T.S. �- � wz � ui ui U) 9{ = U Uj UJ ® O r C) , !— Z Uj � CY_ 0-- z ® W O W '� > U Z z = U) C� —� �C mw � z CL 0 ui Q (D z Of W Z W O m — ® _ � � U1uu C) ULL. cwt z O w 0 Z C/) z �— w .�;Y: i z O z ® � z l Z w O sS63y U) �t W ._ �-- 0- WLU C w LL_ D OULL- ui HOrIJ Cly LU c1r) �Z Uj Z Z C6 UJ c Uj ui fn Of 0 F'ti �, ;In # Q U ® ti t Z_ ui cn LU J Q W Q ® U Z �,�T �RAL N12: B_ R 1014.1 i TO THE PEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ROOFING PER CONTRACT. (CONTRACTOR TO COt�IN EFFECT AS OF DATE OF CERTIFICATION BELOW. PROVIDE PRODUCT APPROVAL FOR ROO ING Q SYSTEM) ON A.P.A. RATED SHEATHING PE 1- PLAN SPECS. 0 v ALL ROOFING UNDERLAYMENT TO BE cu SELF-ADHERING POLYMER MODIFIED BITUM a� .� SHEET TO COMPLY WITH ASTM D 1970 F� - 0 SEE PLAN ` ¢ 4� - Al PRE-ENGINEERED WD TRUSS, 2 m $a i Goy INSULATION BLO ~ SEE PLAN FOR STRNPM i5 ALUM. WRAPPE g WOOD FASCIA NAIL D R TO TRUSS TAILS W/ ) 16d @ 24" O.C. m z METAL DR 4 Q ® � EDGE M,. __._.__._.._ CEILING INSULATION Z C/) Or- CONTINUOUS VENTED (SEE ENERGY CALCS.) Manuel Gonzalez, AIA AR 96730 LU SOFFIT; WOOD LEVEL 1/2" RIGID GYP. BD. Sang-Yub Lee, PE wc� o RETURNS WHEN DBL. 2x SYP. WD. m STUCCO SOFFITS A 7232$ OM J REQUIRED TOP PLATE �0 LL. H J 1 `; ;� 00 ® � ® 2x SYP. #2 WD. STUDS a N M z MIN. 7l8 STUCCO ; . w i= @ 16" O.C., TYP. __j w ¢ COATS ON GALV. ¢ w Lu z ) REFER E WALL INSULATION SEE ENERGY CALCS. �- > �-- m SELF FURRING FELT E o � � ELEV. F E �: E ( ) � ® ® BACKED METAL LATH E �-- m o "-' VERH G - 2x SYP. #2 WD. HEADER o ® � o z = l - SCHEDULE Q w o Q t— SEE SCH ® � Z STUCCO SOFFIT SPECIFICA I u, 00 N w ® PAPER BACK LATHE W/ o > '� SCHEDULED WINDOW ® > z CONTINUOUS VENTING NAI C w > w ® TO TRUSS TAILS AND A TYP AL 3 (SEE FLOOR PLAN) UJ CO ® STUCCO FINISH WINDOW ATTACHMENT = Z ® ¢ Z ; COMPLIANT W/ FBC-R 0 ~¢ ® I 2x SYP. #2 STUD @ 16" w 0 � Q � LU MIN. 7/8" STUCCO (3 COATS) O.C., TYP. s o z 2 � U ON GALV. SELF FURRING I Q A w U cn PAPER BACKED METAL - WALL INSULATION J ui 5 o (SEE ENERGY CALCS) = o A cj)z EXTERIOR STRUCTURAL 0 = z � SHEATHING PER CONNECT WALL PER °- O110 ® PLAN/SPEC FRAMING DETAILS a ® OUU J N F— U_ 2 � 2x SILL PLAT-� FINISHED BASE MOULDING = O � , O f= ® 3/4" GYPCRETE OPTIONAL " ry 11. WATER RESISTANT BARRI (OPTIONAL) >-- w (2 LAYERS REQUIRED): PAPE TOP OF O J ,o , .n. o a. �a BACKED METAL LATHE & 314 THK. T&G SUBFLOOR U � � P GLUED & NAILED FLOOR �� ® ® ROOFING PER CONTRACT. (CONTRACTOR TO POLYETHYLENE HOUSE WRAP TRUSS I I w PROVIDE PRODUCT APPROVAL FOR ROO ING OR APPROVED EQUAL SYSTEM,,. y m ® ® � SYSTEM) ON A.P.A. RATED SHEATHING P � UJ Z w PLAN SPECS. 2x RIBBON FASTENED w c.i m ALL ROOFING UNDERLAYMENT TO BE TO FLOOR TRUSSES Q Z z ® SELF-ADHERING POLYMER MODIFIED BITUM PER TRUSS ENGIN U o SHEET TO COMPLY WITH ASTM D 1970 = w - PRE-ENGINE[`RED WD TRUSS, 2 " SEE PLAN BATT ® >- w N kL® PRE-ENGINEERED WOOD FLOG INSULATION REQUIRED INSULATI® SEE PLAN FOR STRAPTRUSSES (VERIFY W/TRUSS AT GARAGE (SEE J O ¢ ENGINEER FOR TRUSS LA T) ENERGY CALCS) O _ ALUM. WRAPPED ~ Lu WOOD FASCIA NAI L' D e/ Q 0 cn 1/2 RIGID GYP. BOARD c O O TO TRUSS TAILS W/ Z Z J ® ' ,„ U 16d @ 24 O,C. a �: i ' l 112" GYPSUM �. � ® � METAL DRF- CEILING INSULATION WALLBOARD ON STUDS Of F_® z EDGE ______ _-- SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PL W/WALL INSULATION I x_. w O ( SEE ENERGY CALCS) UJ U CONTINUOUS VENTED SCHEDULED WINDOW _ CO SOFFIT, WOOD LEVEL 112 RIGID GYP. BD. 'w Z � RETURNS WHEN (SEE FLOOR PLAN) z (n o z STUCCO SOFFITS A WINDOW ATTACHMENT ; N I � DBL. 2x SYP. WD. Q z — REQUIRED f TOP PLATE COMPLIANT WITH FBC- �; ;} HEADER , SEE FRAMING w � _ � , ;_ ', PLAN FOR SIZE AND DEPTH Z m `' ' 2x SYP. #2 WD. STUDS s U i UJ = ® ,�, MIN. 7/8 STUCCO @ '-'-' J ® ® z 16" O.C., TYP. w � 3- cn � w COATS ON GALV. 3 . REFER WALL INSULATION ' " O J O z U SELF FURRING FELT ELEV. F (SEE ENERGY CALCS.) ` c" u� BACKED METAL LATH w m VERH G 2x SYP. #2 WD. HEADER Ca {,� CY_ � Z 1 € LU -SEE SCHEDULE ' ` �� Z ® O 3 STUCCO SOFFIT SPECIFICA I - �J z Zc U ® PAPER BACK LATHE W/ I a CONTINUOUS VENTING NAI I w z E SCHEDULED WINDOW ; SCHEDULED WINDOW ® W ® z TO TRUSS TAILS AND A TYP AL w O STUCCO FINISH , (SEE FLOOR PLAN) 3 (SEE FLOOR PLAN LU E >- WALLBOARD O 112" GYPSUM WALLBOARD ON m w z EXTERIOR SHEATHING TO 1/2 GYPSUM WAL EXTERIOR SHEATHING TO ® .� w ® BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE STUDS W/WALL INSULATION z U; ¢ ® OF THE FOUNDATION, 114" (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" j (SEE ENERGY CALCS) 1 11., J ¢ GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION AND SHEATHING J AND SHEATHI 2x SYP. #2 WD. STUDS , i 2x SYP. #2 WD. STUDS "' = Z 16" O.G. TYP. 1 16" O.C., TYP. 0 ® U, O @ APPLY A LIGHT COAT OF @ U) APPLY A LIGHT COAT OF O Z CEMENTITIOUS COATING T i CEMENTITIOUS COATING TO 3 0 ® z '-�' FILL VOIDS & HONEYCO S [ 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS ; ' 2x P.T. SILL PLATE ® _ ® RESISTANT BARRIE 1 WATER RESISTANT BARRIE CD CD = WATER REQUIRED : PAPE I CONNECT WALL TO FOUNDATYERS REQUIRED): PAPE CONNECT WALL TO FOUNDATI` cn F— U w 2 BACKED METAL LATHE & PER FRAMING DETAILS BACKED METAL LATHE & PER FRAMING DETAILS •-�. z ® w o POLYETHYLENE HOUSE WRAP YETHYLENE HOUSE WRAP — w = PROVIDE CONT. METAL TER APPROVED EQUAL SY M PROVIDE CONT. METAL TERMITE s t!) z ® � ,_,_ OR APPROVED EQUAL Y SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATEF J CK3 ? ® z FINISHED BASE MOULDING WEEP SCREEFINISHED BASE MOULDING J WEEP SCREQ a. co 0 .. mw ® � k 't 4 MAIN FLOOR ---�. MAIN FLOOR a �� W p �n ELEV 0,_0„ z ELEV 0,_011 _411 z c _......:. ui �I U) UJ w W W — �C z � f W z w �-�- z ,,,,_ Q 4" CONC SLAB W/ UJ Q 4" CONC SLAB W W W E E s ..,.....�..,....—} Z LU �-- O - __ _ � ® N ; E_ _ _ VAPOR BARRIER T J l VAPOR BARRIER Lu co SEE FOUNDATION SEE FOUNDATIONi7 1 or i N11 CC w LL — r Qa T co = v ~ PLAN FOR SIZE AND PLAN FOR SIZE AND _f_ 0 wry O TYPE OF FOOTING TYPE OF FOOTINGw UJ w M � w EXTERIORWALL- 0a cn ® � 1 SECTIONWITHWINDOW2 TWO—STORY WALL SE TIONFFaYF ` 'Q �= O � '� F R wWo0w 6 ® z D7 SCALE: 3/4" � i 1_011 � SCALE: 3/4" _ V-0" EF :`\L E `\' NUMBER 1014.1 JOOU_ is Q U F-- O ,: TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMMIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN p fECT AS OF DATE OF CERTIFICATION BELOW. Lof ® SET MIRROR " FROM SET MIRROR 3 U 2:1 END OFF BACK SPLASH 1.0 MIRROR=VANITY-5" FROM INSIDE CORNER DRYER VENT TYPICAL) cu GAS PIPE (TYPICAL) z-4 -a) FOR GAS DRYER ONLY 00 __j1 _ - � y ° co _ cifo DRYER VENT (TYPICAL) � � Q COUNTERTOPS ' LD o of U g HIGH X _ m GAS PIPE (TYPICAL) 36 § Z0 w FOR GAS DRYER ONLY (VAN ITY-5") MIRROR �' w o 4 96730 Z: ,� OUTLET BOX L-------------------------J cn ¢ 1l4" MIRROR DRYER VENT BOX- z ATTACH PER MFR. va s CENTER SIDEWAYS x z INSTRUCTIONS o � ¢ ® IN BACKSPLASH O D D�� 112" RECESS DRYER VENT BOX- 77, a w FF] OR MIRROR ATTACH PER MFR. Manuel Gonzalez,AIA we INSTRUCTIONS AR 96730 rn � - San -Yub Lee, PE m 1 - 2X4 HALF WALL 2" MIRROR TRIM P.T. w ® � ® SILL PLATE cv P T. SILL PLATE 9 72328 z m (IF SLAB ON GRADE) (IF SLAB ON GRADE) ® w co ® moo o0 '� CABINET00 El ® VANITY MIRROR INSTALLATION INSTRUCTIONS: cn N of w z ¢ ow WITH PEDESTAL > m 1. MIRROR T BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. J J ` w o F-- Q ® :D ® o Lu 2. AT BATHR OMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: �t ¢ ,- 0 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP Q CORNER. (MIRROR TRIM W01BE INSTALLED AT INSIDE CORNERS.) ® ¢ o BOTTOM, OR REAR VENT LOCATIONS. U w 00 00 Lu ® NOTE: BRACKETS REC�UIRED IF P VERIFI�VIIRRORS GLUED > w cn �0 3. UPONINST LLATIO FWOODTRIM,REMOVEEMOVABLELI S( t3 `�' `� -j w z COUNTERTOP CANTILEVERS MORE THAN 10 o > BEFORQEMO INQLLCLIPS)4NDINSTALLWOODTRIMATPERIMETER/OODTRIMSHOUL E 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM , o o LENGTHS PER MANUFACTURER'S SPECIFICATIONS. W w 0 � 1 2" +l- FROM OP OF BACK SPLASH AND INSIDE WALL CORNERS. � m ® = Z ® ¢ oMASTERTRIM I INT-3 DRYER VENT BOX FORDRYERONLY- �. Q o _ KITCHEN _ BATH M RR R VV+C�C�C�U HAL L TAIL INT _ w ® INT-1 _ . �► � �� « _ �_ �� (INT 3) � w � � x U u z (INT-1) ®� SCALE. 1/2 1 -0 (INT 1) SCALE. 1/2 = 1 0 ® z 11, 0 ®8 SCALE: 1/2 = 1 -0 ® ¢ -� A v w o TILE OR STONE ON 112" COMPARE �'' J W m cn HARDI BACKER BOARD MANUFACTURER'S - A >- >- z �' DIM OF TUB & _ ® � o ON 2X4 FRAMING. PUMP LOCATION _ ¢ � OVE 4 EXT. PLYWOOD ® ® ® TOLL APPROVED TILE BACKER (REFER N Ui � Q TO CONTRACT SPECIFICATIONS) zU' 0 � _ 0 WALL TILE VARIES SEE PLA �- REFER TO FLOOR PLAN, LUm ® � cmn 2X BLOCKING BETWEEN VARI S BY MODEL 1 ROW OF TIL L o z STUDS 3 WALLS) _ _ U o ( 2X4 @ 16" ®.C. , ® ® `d' W CORNER SHELFcy" LU Q VINYL LINER (3 WALLS) EXTENDED 5" ® 1 CERAMIC CORNER ` '� w UP WALLS 0 o � ( ) 2X4 LEDGER z � m o M SHELF AT 48" A.F.F. ® ® rn FLOOR TILE - U o Q 100% SILICONE SEALANT BETWEEN w o >= TILE BACKER AND WET BED ® w N DROP INT N = w '-L °c 2" SHOWER DRAIN U_ �-- a- ,� LU ¢ „ + 2X4 CRIPPLES ry z > FLOOR TILE 2-2X4 THRESHOLD U_ > , w ' .#m _; ® Q FLOODSTOP00 F- `r' - ® ® � 2X4 TO BE P.T. _ TILE AT DOOR SUPPORT UNDER w : . . WHEN IN CONTACT Q, p. . ¢ £ < ® � THRESHOLD ! TUB AS RE BY , 0 WALL TILE MANUFACTURERS. W/ CONC, raf ® , _.I ® lip, 02 ,Z z ® � ADJUSTABLE GAUGE COAT WETBED PLAN 6' �.t .� o w F- SHOWER DRAIN rFR-33 TUB DE AIL m w o z LINER SET IN SEALANT @ U w m 2" SHOWER DRAIN 0 FLANGE OVER ROOFING FELT D8 SCALE: 3 4" = 1' 0" FR 33 ® zvi NOTE. / ( �, ) ® n' o o NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE ANDS APE VAIRES BY MODEL AS SHOWER ELEVATION E z � �, z WELL AS PLUMBIN ACCESORIES. REFER TO ®,�► I ¢ w z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ >-- m w Q MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL P NS BY MODEL. OQ �5e Z U_ zs ® wST �,� ��,o w w _ LOCATION END POST TIED INTO FLOOR � � w I 0 -J w CURB ON FRAMED FLOOR INT 5 o ¢ � INT-4 H C V V E R QP -'- , wz.-c �-- „ _ (INT-4) D SCALE: 1/2" - 1'-0" (INT-5) JOIST BELOW EXTEND TO 2 -> >- D8 - -0 BOTTOM OF FLOOR JOIcn �� ¢ m SCALE: 3/4 1 c� c� � z z_ o END POST TO PENETLli } o � ,: :I C-3 U ® SUBFLOOR. Uj , z cn :. zn ® w m ® FACE NAIL END POSLu T z c.a BLOCKING. _U m a- z 2x BLOCKING BETWEEN D Q w o ' c� FLOOR TRUSS AGAIN �w-- cry ¢ m zz = z END POS Uj w Q z SUB FLOO ' ® _ oCL cn wcn cn Uj ® ® ®ui U ui U) <ui z o w ® w ' � \\ \rte /V' ' / / 'may'' Ffu C:) 0 LU 0 / �\Cyp cn z ¢ '�� ,� /' ��-y NAILS(TYP) _. FLOOR TRUSS. / ' /' 06 w ® ® z /'' ~ Cf) wU_ z `c LL! w cp zw �U LL 0 F- � ® Uj . Q = � 00 �3 C6 0 z = — z U Uj w '¢ � m €..�. w w �-- 73 0 ® z = ZD Uj HALF WALL TIE-IN ¢ o�� cn 0 (FR-34 m � 777\X tzl U CL' (FR-34) YF` ;r M 1 A.t k..Df�i L ?g��;S. �a 101 T.1 ¢ ® 00 C) 1 I TYPICAL HEADER NAILING TYPICAL DOUBLE TOP PLATE SPLICE WINDOW SILL SCHEDULE - DESIGN SPECIFICATIONS USP CONNECTORS - 0.131X3 TOE NAILS r TYPICAL TOP PLATE NAILING: 2X6, 2X8 = (5) NAILS as ROUGH DROPPED HEAD MINIMUM END DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL STUD NAILING: -0 MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EACH END CONNECTOR FASTENERS FL CODE 2x10, 2x12 = (7) NAILS FASTEN ALL TOP PLATES 1 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES PRESSURES (PSE) SYP SPF # 0.131x3" END NAILS: " „ / ( 6) 0.131x3" NAILS 4 4'-4,a (1)2x4 SPF #2 (4)12d TOE NAILS 9 LVL, 11 LVL = (7) NAILS TOGETHER w/ (3) ROWS VENLY SPACED 1 CAR (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS OF .131x3 @ 12" O.C. STAGGERED. < 6'-4" (2)2>;4 SPF #2 (5)12d TOE NAILS DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSE): GARAGE +16.3 1 , UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) _ 4'-6" USP A35 450 450 (9)10dx1 /2' ZONE (PSF) a 4-6 DOOR _ (3) @ 2x6, 8'-4" 3 2x4 SYP 2 1 A34 + 4 124 TOE NAILS 17.9 USP RT7 585 495 5 8d EA. END (4) @ 2x8' SYP#2 ( ) # ( ) ( ) DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 (8'x7') SYP#2 DBL. HEADER® 4 12'-0" (3)2x6 SYP #2 (1)A35 + (4)124 TOE NAILS ROOF FLOOR 2 CAR USP RT8A 775 650 (5}104x1'/ " EA. END TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, 6"MAX, TOP PLATE PER PLAN 4-0 MIN. ROOF LOADING (cd=1.25) (cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE +15.5 USP MTW12 1195 860 (7)1Odx1'/ " EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS 1�� Lou Pontigo and TOP CHORD LIVE LOAD 20 psf 40 psf DOOR -17.0 USP HTW20 1450 1245 (12)10dx1' 2" EA. END ALL WALL STUDS.. TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17.0 +15.5 -19.0 (16'x7') SEE 5/50.0 TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf USP MSTA24 1640 1455 (9)1Od EA END _ 2. USE SYP#2 FOR ALL TOP BOTTOM CHORD LIVE LOAD 10 psf 0 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE REQUIRED IF SHEA ONLY RAISED REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION: ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)104 EA. END PLATES AND SOLE PLATES, �\ 420 Osceola Avenue BOTTOM CHORD DEAD LOAD 5 psf 5 psf 1 --®®--® 2x SPF DIAGONAL BLOCKING DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B 1105 1105 /2"b ROD TO FTG. 3. USE SYP#2 FOR ALL ��. DROPPED FASTENED w/ 3-0.131"x3" Jax. beach, Florida 32250 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED USP JUS28 1305 1305 (6)1Od TO HEADER HEADERS 1 - HEADER EA. END TYPICAL. Ph. 242-0908 Fax. 241-9557 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/8"0 ROD TO FTG. ... I ____ SHEATHING MAY EXTEND 2" FL:CA# 8344 SC:CA# 3579 0.75" MAX ANY CASE4. ALL WALLS SHALL BE I I ______ PAST BLOCKING- WINDOW POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. USP HTT22 5370 5370 -5/11"0 _---__ ROD TO FTG. BALLOON FRAMED FULL I I� I ARCHED LSYP#2 HEADER, 10 ATTACHMENTS MUST WIND LOADING: USP PAU44 2535 5/8"4 ROD w HEIGHT TO ROOF OR FLOOR r ____ TRANSOM ANCHOR INTO 2x MATERIAL. TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. / (12}164 BEARING ELEVATION, U.O.N. ON L-- J FASTEN LOWER STUD OPTION PER PLANS ASCE 7/10 FOR WIND UPLIFT, 5 " PERMANENT TRUSS TO TALLER STUD w JACK AND MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION. USP PAU66 2535 /$ 4 ROD w/ (12)164 PLAN. BRACING BY OTHER , 2-ROWS OF 1Dd COMS SEE RIGHT KING STUDS, BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)'/4"x2 '/4 TAPCONS 5.) FASTEN BOTTOM PLATE OF @ 12" O.C. SEE PLAN ,�` �i4 JAd, ''`il LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE WINDOW SILL SEE RESPONSIBILITY OF THE WINDOW DOOR MANUF./SUPPLIER & SHALL MEET WEAL SOROLCONCRETEI SLAB FULL HEIGHT ANCHOR r FOR SILL SCHEDULE EDAND +`'� #_V\ ��° `,'jA'r�y BY 0.75 WHEN COMBINED w/ DEAD LOAD. WINDOW/ DOOR ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONN E TORS TY INTERIOR WALLS TYPICAL SOLE AT TWO STORY CONDITIONS .• + °� w 1 Dd MASONRY CUT NAILS ® 3 " CONNECTION EACH � �•�*: .10 � .�. BASIC WIND SPEED (ASCE 7-10) --------- 130 MPH �, TYPICALLY FULL ! PLATE NAILING: END WINDOW SILL SEE PROVIDE SOLID BLOCKING a ° UPLIFT 48 O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL No. 7 � n IMPORTANCE FACTOR --------------! 1.00 -�I`- FOUNDATION PLAN ADDITIONAL RODS @ 6'-0" O,C, (3) @ 2x4 UPPER LEVEL POSTS & JACK MEAN ROOF HEIGHT ---------------- 20.0 FT a -- -- a ,� CONNECTOR SYP SPF FAS ENERS FL CODE ANCHORS AT SHEARWALLS (4} @ 2x6, STUDS - 111 1. __ - ROOF PITCH ------------------- 7/12 I I v A35 450 450 12-8dx11/2" 10446.4 (5) @ 2x8. SDWC15600 SCREW STATE 47 e BLOCKING ONLY REQUIRED � Q BUILDING CATEGORY ---------------- / .+ II • A AT SEE 8 SO.O + :fi` . � a H2.5T 600 520 5-8d EA. E D 11478.3 AT SHEARWALLS AND PT. SYP#2 EXPOSURE CATEGORY --------------- B �`a DENOTES EDGE STRIP. INTERIOR BEAR G WALL: # � •.� ��✓ c� STUCCO FINISH SOLE PLATE ' r-- SEE C & C CHART HTS16 1150 1085 16-10d EA. END 10456.6 SEE PLAN FOR STD SIZE to>,<114., "°;•r...•+ .�`� c� AND O.C. PACING. �,r� � � ENCLOSURE CLASSIFICATION ------------ENCLOSED ° I a , �i �/ INTERNAL PRESSURE COEFFICIENT f 18 I ABOVE FOR a DIMENSION „ I MTS12 1000 860 7-104x1/2 EA. END 10456.3 I� WALL SHEATHING • , ay °�'�1+� ►E+�''°� HTS20 1450 1245 24-1 Ddx1'/z EA. END 13872.3 SEE DETAIL 1/50.1 a .. . ..+ , ..�.`a.. *• ... g. a I o CONTINUOUS BLOCKING `_- --� FOR SPLICING'. ° $ #� FOUNDATION SEE PLAN _ ^ Christopher J S a b o u r i n PE MATERIAL SPECIFICATIONSMSTA24 1765 1270 9-104 EA. ND 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS � -a-Ar- � I �� MSTA36 2050 1870 13-104 EA. END 13872,8 WHERE POST IS ABOVE. (c� 8 0 C I OPTIONS 12�� 1�/2 = FL PE#71461 i I ,- - WALL FRAMING AT WALL FRAMING AT MAX. MIN. SOLE PLATE ANCHOR: L__ __J 18-164 TO TRUSS/BEAM FLOOR SHEATHING, I I PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE HARDWARE AND ANCHORS: HTT4 3480 3080 11496.2 8d Ccs 3" SEE SPECIFICATION ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] ' a'� 1-5/8"0 RODTO FTG. I � I I I PLATE BREAK ASTM A 307 OR ASTM F 1554 GRADE 36. REVISIONS DATE (� (� � ,_rte_ `�=`_� �_=__��-�_v I BUILDER MAY CHOOSE EITHER THE DROPPED WALL FRAMING AT WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). SCOPE OF SERVICE 32-164 TO TRUSS/BEAM ,- '' HEADER CONDITION OR RAISED HEADER CONDITION NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. HITS 5250 4670 1_5/B"o RODTO FTG. 11496.2 r------�-,,.�" I I I DROPPED HEADER CONDITION METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I „-- I [ I 2 TYPICAL WALL FRAMING 6-104 TO H ADER I I I I EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODS: LUS28 930 780 10655.113 RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-104 TO JOIST I I I I » „ I rl I Y2 x6 SIMPSON TITEN HD 1 ,a FOR CONSTRUCTION MEANS METHODS TECHNIQUES PROCEDURES OR I I » SOLE PLATE ANCHOR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /a SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE a CONTRACTOR®OR ANY 14-164 TO HEADER L---- I --J � w j3X3x0.229 WASHER SEE LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. HU410 905 785 10531.36 -- SCHEDULE FOR SPACING QB HOLD DOWN OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST(U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. SEE 1/50.1 DOCUMENTS. SEE 5/S .0 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS ABU44 2200 5/8"� ROD EPDXIED 6" MIN 1oB49.6 TOP PLATE ;� �l (DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 I;.I I'i BUTT JOINT 5/a"� ROD EPDXIED 6" MIN 10849.6 I; „ EPDXY: ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: II BLOCKING ONLY REQUIRED [ 2 LI 2 II REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. SET N A N A SIMPSON EP XY-TIE 11506.4 'I AT SHEARWALLS AND 1� WALL SHEATHING FIELD AL`fERATI(DN THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE / / STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT II STUCCO FINISH I` I' 10-164 TO STUD/BEAM ;; SEE DETAIL 1 jSO.1 I`` L CONTRACTOR SHALL CONTACT LOU WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 11496.3 II I FOR SPLICING l I PONTIGo ASSOCIATES PRIOR TO LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-'/2"0 ROD TO FTG. li [ OPTIONS RATED SHEATHING MAKING ANY STRUCTURAL FIELD SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT LSTA12 805 695 10-10d 13872.5 I as z „ BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY MODULUS E 1,90Oksi, RENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY FULL HEIGHT II I Y2 THREADED ROD 1 -0 1Y2 SHEATHING FROM THE INTENT OF THE ORIGINAL ( } ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1705 13-8d 10852.1 SHEATHING II I, EPDXIED 4"w/3X3x0.229" PT. SYP#2 I CONSTRUCTION NS MADE ANY TO BE 11 II WASHER SEE SCHEDULE SILL PLATE MAX. MIN. EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO N SPECIFICATICJN✓ r BEING APPROVED BY LOU ULT IN O 8 CC W GENERAL NOTES Et CONSTRUCT O CONTINUOUS I FOR SPACING ' INTERIOR BEARING SOLE PLATE BREAK EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN WHERE REQUIRED BY ADDITIONAL ENGINEERING OR TO UPPER II WALL: SEE SCHEDULE I TITEN HD GENERAL NOTES. INSPECTION FEES. TOP PLATE EPDXY ANCHOR FOR STUD SIZE ANCHOR OPTION FLOOR SHEATHING SPLQIFICATIONS II AND O.C. SPACING. {r OPTION 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C, EDGE & FIELD I WALL SHEATHING TO . . . . . . . . . . . . .. . SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT SOLE PLATE .. ROOF S THIN SP F CATIONS: �I I SUPPORTED EDGES, BOTTOM OF SOLE SPACING SPACING SPE „ „ n r RAISE Y8 FROM EXT WALL SHEARWALLS WASHER EMBEDMENT EDGE HIN LL_ MIN. '/1g", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2 RING SHANK NAILS @ 6 O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. WITHI 4'-0"' OF ROOF EDGE). 8d @ 3" II SEE DET ILS SEE DETAILS ANCHOR GENERAL NOTES C. DEPTH DISTANCE II ON 51.01 ON 51.01 I TILE - MIN. 15 32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROO EDGE). -- - -® - - - f. PLAN AND�r FASTEN TITEN HD 42" 240' 3x3x0.229" 4" 2" / r r I- r w/8d ® 3 O.C. „ „ „ EXAMPLE OF UNSUPPORTED . &.. . I MAS 42'° 24" N ' -METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2'° RING SHANK NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" 0.C. WITHIN 4'-0" OF ROOF EDGE). I `� EPDXY 42 24 3x3xO.229 N A N A (UNBLOCKED) PANEL r WALL SHEATHING SPLUEICATIONS: I I I � � • ¢ I I � �4 I NOTES: FLEXIBLE FINISH-MIN. V�6"a 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. I I I I FLEXIBLE FINISH WALL, INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE --J �----- CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX. � • � ( , STUCCO FINISH,-MIN. 7&,", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. ROOF � W 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION (UON) F TRUSSES, OR MASONRY SPECIFICATIONS: SINGLE STORY MULTY STORY FLOOR JOISTS. Ln MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 D Y COMPRESSIVE STRENGTH OF 0 2000 psi PER ASTM 01019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF /8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAYBE USED IN BRICK VENEER. 3. AS AN ALTERNATE TO THE 3"X3"XY" PLATE WASHER, A 3"X3"X'/8" Vv/ 1'/Z"+3 ROUND STEEL WASHER MAY BE USED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. 1 TYP. WA L SECTIONS 3 SOLE PLATE ANCHOR DETAIL Et SCHEDULE 4 ROOF AND FLOOR SHEATHING NAILING .� 50.0 SQ,O SCALE: 3/4" = V-0" SO,O SCALE: 3/4" = 1'-0" CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELL CONTAINING VERTICAL / W REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS STACK BOND SHALL NOT BE !\ ' , `sir 1'/2" 1'/2 USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS, ALL EXTERIOR WALLS SHAIL BE REINFORCED FULL HEIGHT " AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 104 WITH - #4 C� 4-0 O.C. MAX. AND AT EACH CORNER, WALL END, DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 2 PLY NAILS @ 8" O.C. ° _ � . BEAM. ° STAGGERED 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SIMPSON 2x4 BLOCKING SDWC15600 3 PLY BEAM. N N @24 O.C. FASTEN CLAY MASONRY (BRICK BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, 0216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF FRAMING 2x4 MEMBERS: ° EACH END w/3-104 W PLAN FOR EXTEND SHEATHING VERT. ° (1) ROW OF 104 ° ° TOENAILS CONCRETE SPECIFICATIONS: DETAILS TO TOP OF TRUSS AS SHOWN. (4) ROWS 124 ° NAILS @ 4" O.C. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS " CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING EA 12 O.C. AT HORIZONTAL JOINTS. EA. SIDE. 2x6 MEMBERS: ROOF SHEATHING, SEE (3) ROWS 124 (2) ROW OF 104 STUD BELOW - GENERAL NOTES: SPECIFICATIONS BELOW, NAILS @ 4" O.C. LOWER TOP 4-10d AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE 11-COMMONS FOOTING AND FOUNDATIONS: `��, PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT ISR COMMENDED TO VERIFY SUITABLE 2x SPF BLOCKING �' - ROOF TRUSSES. 2 8t 3 PLY BAMS WALL INTERSECTION TABLE SOIL THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE CLAY S ILS. SOIL COMPACTION AND FILL RIPPED TO FIT `'` 2x4 OR 2x6 POST 2xH POST ORTHOGONAL VIEW CONDITIONS SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE (CLAY) SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN OF CORNER FOUNDATION PLAN ONII_.Y CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE „ ' S EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT `�`'� �` :;-, (3)ROWS OF 5°' 0 (3)ROWS OF 63/4aa N. + FOUNDATION PLAN SHOWN ON 51.0. DO NOT DETERMINE FOOTING LOCATION BASED C N EI E SIMPSONTRUSSLOK DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600 TRUSSLOK ENGINEER ENGINEERED WOOD ENGINEERED WOOD SEE ROOF ,I FASTENERS @ 24"o.c FASTENERS 0 24"o.c l UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 48" O.C. OR ROD CHAIRS. FRAMING y AS SHOWN AS SHOWN PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON CORNER WALL INTERSECTION f BAR DIAMETERS �I SEE ROOF DETAILS SHE THING MAY TER (NATE AT SIMPSON SEE ROOF CONDITIONS CONDITIONS SIMPSON SDWC15600 II FRAMING 3-PLY 4-PLY NOTES: 2 1 CONCRETE SLABS ON GRADE- TOP OF DBL. SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN SDWC15600 I' PLAN FOR 1. OVERLAP TOP PLATES " CORNERS AND INTERSECTIONS SEE NOTE 1 TOP PLATE. SEE NOTE 1 I ., �,,, a, as 98 TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVEMETHODS. DETAILS 14 LVL AND GREATER 2. DENOTES 3x0.131 GUN NAILS @ 6 O.C. VERTICAL 0 TYPICAL CONNECTION 3. • DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE WOOD FRAMING SPECIFICATIONS- 5" < HEEL < 1'-0" HEEL < 5" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT ITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN STAINLESS STEEL. 1. TOP PLATE TO STUD S WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY 2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T pgE_ AT TOP PLATE TO STUD, SPACE @ 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND RITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTA LED AT ALL TRUSSES AS s ROOF TRU S CONNECTION INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACT G PER 'COMMENTARY' AND 6 BUILT-UP MEMBER. FASTENING 7 INTERSECTIONS STUDS CONFIGURATIONS RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. HEN USING (2) STRAPS ON 50.0 50.0 SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. 50.0 KING STUD TO TOP PLATE: TRUSS TO PLATE: DESIGN ROOF COVERING SPECIFICATIONS: SDWC15600 SCREW. � SDWC SCREW CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: .,e» THE SEE DETAIL AT RIGHT, NOT REQUIRED TOP PLATE TO HEADER FASTENING: �`'`� .,, CR,ITEI`�IA AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1 14 AND BE INSTALLED ENDS OR OPENINGS LESS ACCORDING TO THE MANUFACTURER'S REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. D „ FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED KING STUD TO TOP PLATE: THAN 4-6 FOR GABLE ENDS, . SDWC15600 SCREW TOP PLATE TO HEADER FASTENING: �. AND WATERPROOF{NG: NOT REQUIRED AT GABLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT, NOT REQUIRED „ FOR GABLE ENDS, D A THAN 4-6" GENERAL WOOD FASTENING SCHEDULE 13RICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS PLATE TO HEADER: NOTES KING & JACK KING & JACK SDWC SCREW @ CONNECTION STUDS SEE PLAN STUDS SEE PLAN 24" O.C. MEMBERS TYPE FASTENER LINTEL DIMENSION MIN, BRO. MAX. SPAN INTERIOR LOAD BEARING WALL ® (2)12d TOE HEAD OR SILL4- �' DO NOT SCALE DIMENSIONS FROM B ILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. NAILS E.E. PLATES SEE L3'/2 x31/2 4" 6'-0" - GABLE X-BRACE, SEE DETAIL 10/50.1 _ (MIN) SCHEDULE HEAD OR SILL 'Z`'- THESE DRAWINGS,IF A DIMENSION IS PLATES SEE �`' � 2X6 WALL UNCLEAR REFER TO THE 2-164 3-GUN NAILS L4x3'/2"x' 4 » , (2)2X$-1/ SCHEDULE I �. ARCHITECTURAL DRAWINGS OR TOP PLATED LAPS INTERSECTION FACE NAIL C ) / 6 8-0 HEADER SIZE, JACK AND KING STUD ., _- _._ DESIGNATES SHEARWALL. THE QUANTITY. HEAD OR SILL KING STUD TO FRAMING BELOW ROUGH OPN G, SEE ARCH I TRUSS TO PLATE: �'` CONTACT THE E.O.R. DBL. TOP PLATE TO STUD FACE NAIL (2-164) 3-GUN NAILS 1 2 � 4 6` 10°-0" ._ �e HIDDEN LINE DESIGNATES SIDE OF » L5x3/ "x/ " - WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6 10dxlY2 ROUGH OPN G, SEE ARCH SDWC SCREW RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6 ) GUN NAIL @ 6 1 , " SW TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END. STRAP -,,, PLAN NAME L601/2"X/4 6" 12-0 NAILING: / CEILING JOIST TO TOP PLATE TOE NAIL (3-8d} 5-GUN NAILS 8d®3" 6" DESIGNATES 8d COMMONS @ 3'° KING STUD TO BOTTOM PLATE ATTACHMENT CAN BE INTERIOR OR / 6" 16-0 O.C. EDGE & 6" O.C. "IN THE ROUGH OPN G, SEE ARCH. EXTERIOR SIDE OF WALL, � CAPTIVA - COASTAL L7x3'/2"x' 4 CONNECTON: SIMPSON ' CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS » FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE 1. STEEL LINTELS TO BE MINIMAL 36 SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR �� DESIGN/DRAWN/CHECKED 1 PLATE TO HEADER: CS KM LAP � CEILING JOIST TO ROOF RAFTER FACE NAIL (6-164) 8-GUN NAILS LINTEL MUST HAVE CORROSION -�BRICK p,DJ - ADJACENT LG - Log SPECIFIED, NOT REQUIRED AT JACK TRUSSES LESS - SDWC SCREW @ +e• RESISTANT COATING OF EPDXY BASED °=_� VENEER GABLE ENDS OR 2-STORYit JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS PAINT. I BM - BEAM MANUF Manufacture THAN 8 OR OPENINGS LESSE24" O.C. 0 ®ATE 1 .� WEATHER BOT - BOTTOM MONO - Monolithic THAN 3'-6" N TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRIG - BEARING OC - On Center WALLS , '= 2X4 WAIL � RAFTER TO PLATE ;g�� HEADER FASTENINGS �C& � 2'°2.17 2. LINTEL MORE THAN 8'-O'. SHOULD I CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Boards9: 1.. SCALE AS NOTED JACK RAFTER TO HIP TOE NAIL (3-104) 4-GUN NAILS BE LATERALLY SUPPORTED NOT TO _ I DBL - DOUBLE PERP - erpendicular C) L ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-'/4x3" WD. -� LINTEL DIA - DIAMETER PRE ENG - Pre Engineered KING STUD TO FRAMING BELOW: � � � � SCREWS INTO HEADER PROVIDE A /2" =_� EA - EACH PSF - P ands per Square Foat '4 .• $ k CS18 STRAP W/6-10DX13�" I® f� LPA No. CONT, HEADER, TWO P!ECES FACE NAIL 164@ 1fi" O.C, @EDGE VERTICAL SLOTTED HOLE FOR SCREW. ATTACH Mtr1T EE - EACH END PSI - Pounds per Square Inch k � a- � �• �° NAILS EACH END. STRAP ATTACHMENT CAN � � „� SEE N a TE 2 � � . �• ( } EOR - ENGINEER OF RECORD PT - PR SSURE TREATED STUD OR 2X10 INTERIOR OR EXTERIOR SIDE OF WALL. V TOLL-16-01061 CONT. HEADER TO STUD TOE NAIL 3-164 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ - EQUAL QT - Qu ck Tie SOLE PLATE CONNECTOR SOLE PLATE ANCHOR BLOCKING FASTEN STRAP NOT REQUIRED AT THE FOLLOWING: f-* 0 I-- CONTROL No. STRAPPING NOT REQUIRED j - STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORLZONTAL TIES ® 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce LOCATED WITHIN 6" OF PER SCHEDULE AT LOWER LEVEL HEADERS_/4L COMMONS GABLE ENDS OR C Z SOLE PLATE TO JOIST,/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES @ 12" O.C.. (FOR 110mph HEADER,� FLASHING FBC _ FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI STORY � JACK TRUSSES LESS � � � 2 3863 - WIND-ZONE VERT. TIES @ 16 D.C.). SEE PLAN FDN FOUNDATION SPF -Spruce Pine Fur HOLD DOWN IS SPECIFIED SINGLE STORY MULTISTORY THAN 8 OR OPENINGS LESS to Lu W SHEET L BRICK LINTE_ FT - FOOT SYP - Southern Yellow Pine '° NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN - SEE SCHEC�_� (STACKED WIN®OWS� THAN 3-6 ® >,,, �, � 3"xO,131"O = GUN NAILS 2"xO.113"O = RINK SHANK " a " FTG - FOOTING THRU - Through (UNSTACKED WINDOWS) � ('� 12 OF OPENINGS. PROVIDE /rs WEEP a- �" f�1.. 0 W 2"x0,113"O = 5d 2/2"x0.131"O = 8d HOLES @ 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HDR HEADER TYP - T ical s TYPICAL HEADER STRAPPING 3 x0.148 0 = TOd 31/2%0.162"0 = 16d FLASHING. LBS HORIZ POUNDS VORT -Unless Otherwise Noted m „ " OF BRICK LINTEL _ 50.0 �- ,a >t y as - y " WWF - elded Wire Fabric S000 1'/2 x0.148 O - 10dx1/2 1'/,%0.131"0 8dx1 /2 �.,�� . £.� �; ,. ., IRL1 �^ SHEET 1 OF now , I I i i i 2x6 SYP#2 BLOCKING BETWEEN 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP FASTENED TO TOP PLATE w/ 10d @ 4" O.C. WALL SHEATHING ALL FRAMING PLATE w/ 10d @ 3" O.0 -�' wxSOLID BLOCKING .� .j // W 8d COMMON WIRE NAILS TO BLOCKING @ 3" O.C. I• " AT SHEATHING EDGE 6" i 1 DBL. TOP MAX NOTCH HEADER PLATE BELOW TOP PLATE AT SHEARWALLS AND 2x4 BLOCKING BETWEEN EA. BLOCKING ONLY REQUIRED TRU � P °° SS. ATTACH AT EACH WALL ontlgo and Lou STUCCO FINISH P�RCH SHEATHING, HEADER Associates, Inc. ( �` -''� 5-8d COM SEE SPECIFICATIONS I PORCH . STUD w/ 3-16 NAILS AT EA EACH SIDE BLOW END I 8-GUN NAILS °°� HEADER FRAMING INTERSECTION. (MIN. OF 16d COMMONS OF SPLICE 16d COMMONS 8 MONC I 2x4 SYP#2 HORIZ. BRACING ® 1 °°I SEE PLAN. 6-16d BETWEEN EACH TRUSS} 420 Osceola Avenue @ 8 O.C. SHEATHING SPLICE I 24 O.C. BETWEEN OUTER WALL PORCH PARALLE HEADER & SUPPORT & FIRST INTERIOR TRUSS. NAIL PORCH POST, PER PLAN. (2)MSTA24 FULL HEIGHT Jax. beach, Florida 32250 ANCHOR OR DTT2Z M 242-0908 Fax. 241-9557 TO WALL I STRAPS MIN. (2)2x4 WOOD PERPENDICULAR TRUSS z CONT. RIBBON 8d COM @ EACH END w 3-0.131x3 NAILS PERPENDICULAR HOLD DOWN AT CONT. RIBBON / BOARD TYP - BOARD (TYP) 3' O.C. (TYP) � TO WALL BASE OF POST BOLPORCH (HE��R. DETAIL B WALL FL: CA# 8344 SC:CA# 3579 (TYP) �I EACH SIDE FLOOR OPTION A SHEATHING - = OF SPLICE TRUSS FLOOR FLOOR ---�R_- ... 24" 16 GUAGE � POST BASE: TRUSSES TRUSSES-\OR JOIST. I STRAP w/11- 4x4 POST:ABU44 OR JOIST. 2x4 SYP#2 I POT 24 16 GUAGE � STUD WALL FRAMING BELOW 6x6 POST:ABU66 LSTA12 FOLDED OVER TOP AT SHEATTHIDNG EDGE "E R J. 10dx1 Y" EA. END STRAP w/11- ►��` ,f SHEATHING SPLICE DIAGONAL �'` FASTEN EA. 10dx1Y2' EA. END DOUBLE TOP PLATE 8d COMMON WIRE NAILS 'PLATE w/5-10d NAILS r4l;1_1 „ END w/ I: PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-14d TO BLOCKING @ 3" O.C.3/4 OSB or PLYWOOD 3-10d COMMONS °'' PORCH HEADER, - SLAB :a' 6ysHEADER NAILS INTO BEAM. SPACE r RIM BOARD Y4' --- -®- GI SHORTER THAN SEE PLAN HTS16 - ° r '� 1 >�0 ® mP' MAX @ 48 O.L. OMIT IF WALL a C,� z I FLOOR SYSTEM. ALIGN CEILING - SHEATHING IS INSTALLED WALL FRAMING a. LINE WALL FRAMING STRAPS MSTA24 R®® ON FACE OF BEAM ROOF TRUSS \ I WALL FRAMING , VERTICAL JOINTS WITH STRAPS EPDXIED 6" MIN OR JOIST--,,,, ' °° I i FOR PERP NDICU AR + ' SHEATHING SPLICE I WALL SHEATHING INSTALL FLOOR TO o o J `- TRUSS CONNECTION STAT i° - JOINTS PLAN VIEW PLAN VIEW OF ELEVATION VIEW OF BLOCKING ONLY REQUIRED '►_ 5-8d COM FLOOR STRAPPING PER OPTION 1 OR 2 PORCH HEA PORCH HEADER PORCH HEADER 8-GUN ®° SEE DETAIL B ABOVE RI AT SHEARWALLS AND EACH SIDE AT CORNER ST AT PO T AT POST NAILS CONTINUOUS 2x6 SYP#2 G��°• �6y N FULL HEIGHT LEDGER FASTEN WITH '®�.,��`+�'•• nu� «°'+*'� '``� N STUCCO FINISH OF SPLICE OPTION 2 ANCHOR OR DTT2Z 5-0.131x3 EA. STUD. `f.+,,�c�°� OPTION 1 f 0�AL OVER LAP SHEATHING APA RIM BOARD OPTION FLOOR TRUSS PARALLEL HOLD DOWN ATJMIN. (2)2x4 V�i00D °�`iire►� OR GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD BASE OF POST BELOW. & (1) ADJ. PARALLEL TRUSS NOTE 1: OPTION B TO PORCH HEADER. OSE OPTION 1 2 OR 3. 3/ " (OR GREATE } OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD DETAIL A Christopher J s a b o u r i n P E 1. CONTRACTOR MAY CHOOSE e 2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED FL 7 l 4 61 TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS 2 TYPI AL PORCH FRAMING DETAILS TYPICAL PORCH BEAM CONNECTION 4 WALL ADJ. TO ROOF CONNECTION 1 FLOOR OTE0 SOA SEE CONSTRUCTION SPECIFICATIONS FOR ROOF REVISIONS DATE S0.1 S0.1 1<20-.11/ AND WALL SHEATHING AND STUD FRAMING. SEE DETAIL 5/SO.1 FOR DIAPHRAGM ATTACHMENT WHERE APPLICABLE IF TRUSS REACTION EXCEEDS 2300lbs PROVIDE CRIPPLE STUDS ROOF TRUSS. DIRECTLY BENEATH TRUSS SYP#2 2x4 NAILER FASTENED TO TRUSS ROOF--\ BOT. CHORD w/ 0.131x3" @ 3" O.C. 2-SIMPSON H2,5T. B B FIELD ALTERATI®N FLOOR OR TRUSS. FASTENED TO SHEATHING w/ 8d @ 3" O.C. ROOF A A 2x4 SYF#2 CATS AT 12 ROOF TRUSS. TRUSS. - -------- ---------- - - -------- ---------- O.C. FASTENED T O TOP SDWC 1`5600 � A I I N --- �j PONTIGO a ASSOCIATES SHALL CONTACTLOU .. 111/4 @ 32 0.C. RI PLATE w/ 4-0.131x3 ' SHEATHING FASTENED TO I I I I I I I I TOP PLATE w 10d @ 3" O.C. AN STRUCTURALFIELD MODIFICATIONS WHICH MAY VARY COMMON. MAX. / / SCREWS FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY SHEARWALL 16' MAX. OSB WALL B D D D D BEINGAPPROVEDBY OUDPONTOI OT$ FASTEN CAT; EACH END w/ �' 2x SYP#2 CONT. ATTACH SHEATHING B C B C ,I TO TOP PLATE AND TRUSS C C ASSOCIATES MAY RESULT IN 3-0.131x3" Com'MON TOE NAILS I� w/ 0.131x3" @ 3" O.C. EDGE OF ADDITIONALENGINEERING 'I INSPECTION FEES. ' 2x MAY OVERHANG TOP PLATE. SHEARWALL-// HEARWALL C C SHEARWALL ORAU SHEARWALL EXTERIOR WALL S 8d@3" 6" SW 8d@3"/ PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ALTERNATE A ALTERNATE B ALTERNATE C ALTE NATE G POST BELOW WITH 2-CS16 STRAP KING POST TO 16 AO- UPP TO LOWER STUDS QA - UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2 EIGHT SW 8d0316: (2) CS18 STRAPS SW 8d@3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT OSB DIAPHRAGM_ FASTEN ROOF FLOOR DECK 10d @4"O.C. FLOOR ANCHORS ARE NOT USED TO NAILER w/ (1} ROW 8d TRUSS. - ;, 2x4 SPF#2 CONTINUOUS TRUSS. - END STUDS TO FOUNDATION I - END STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNECTION C,'� "' W 8d®3�6: HTT5 OR HDU5 W 8d@3/6: HTT5 OR HDU5 _ @ 3" O.C. FASTEN TO TOP A' '7 LEDGER FASTENED 16 OSB °' ` TRUSS WEBS WIT (�_ © CONNECTION CONNECTION PLATE w/ (2) ROWS BLOCKING ; w/3-0.131x3" SHEARWALL NOTES: SEE SCH DOLE ONADE�TiAOfRLS/50.0 SEE SCHEDULE DPu ON DETAIL /S®0 CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR 4< [ n OF 8d @ 3" 0.C. ,� �r PANNEL FLOUR COMMON. 1. A ROOF TRUSS, A H2.5T (� 32" O.C. TOP & BOT A LS18 ® 32" O.C. 2x4 SPF •,3� CONTRACTOR MAY SHEARWALL NOTES FRAMING , >_ �' ALL AROUND CHOOSE A,B,C,D, OR G. 1. PROVIDE 3116 OSB SHEA HING WITH 8d COMMONS @ 3 O.C. AT PANEL BOUNDARIES AND 6 IN THE FIELD. SYP#2 2x4 NAILER FASTENED �� B SEE PLAN B SEE PLAN T. CHORD w FASTEN CATS EACH END w/ ;; 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT LL PANEL EDGES. un TO TRUSS BO / ,� .� .� f9 "' II O.C. FASTENED TO TOP C (1)MSTA24 STRAPS C (2)CS16 STRAPS (2) ROWS 0.131x3 @ 3 O.C. I� INTERIOR 3-0.131x3 NAILS @ 6 O.C. 2. U E ALTERNATE A. I '; PLATE w/ 4-0.131x3" AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF I2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE PLAN SHEARWALL. ;I COMMON. ENDI G BETWEEN ROOF END POSTS FOR SW. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) SW-2 SHEARWALL OR _/ 5-16d NAILS EXTERIOR WALL TRUSSES. ALTERNATED ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR sW TO ROOF OR FLOOR TRUSSES PER 5/S4.1 ALTERNATE F 3. U E ALTERNATE I U.1 E & F FOR FLOOR 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.O TRU S ATTACHMENT 6 TYPICAL SI�EARWALL ELEVATION �� 7 HEADER TIE DOWN 5 SHEARWALL ATTACHMENT AT ROOF � FLOOR �--� S0.1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED S0.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0 S4.1 1..i.� 4-12d TO MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE 8d COMMON NAILS 2x4 SYP 2 OUTLOOKERS AT 3" O.C.(TYP) ROOF NAILS (TYD.) # ® 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT 2x4 BLOCKING. FASTEN TRUSS FOR T-BRACE SHALL BE 1x4 SYP#3 EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP @ EA. OR BETTER OR 2x4 SPF#2 OR BETTER. WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS OUTLOOKER TO TRUSS. (UON) AT 16" O.C. AT 16 O.C. FASTEN TO ROOF FRAMING BELOW 6-14d (1)DIAGONAL BRACE PER ° 2.}BRACING LUMBER SHALL INTERSECT t ROOF OF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. COMMONS ! (4) TRUSSES APPLIED I I THE WEB OF THE BRACED TRUSS, PER TO BACKSIDE OF WEB. Lij OVERFRAME RAFTERS, SEE PLAN. I°I DELEGATED TRUSS ENGINEER. Affil"_ `� 2X6 I I 3.)PERMANENT PERMANENT BRACING ANGLE BRACING APPLIED TO I°I WHERE NOTED ON TRUSS MFR. SHOP ROOF TRUSS ROOF TRUSS [ SIMPSON H3 w/ 10-8d COMMON /-BRACE j FRONT SIDE OF WEBS. I I DRAWINGS. THE CONTRACTOR SHALL SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER 1 NAILS FROM RAFTER TO LEDGER THESE STRAPS PROVIDE 1x4 SYP#3 OR BETTER TO EACH STUD, PER ATTACH TO EACH STUD AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY WALL SHEATHING UP I I ° ° T-BRACE FASTENED TO BOTTOM CHORD BRACING Uj ' MAY BE OMITTED I°I SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF2 REQUIRED FOR BRACE GABLE END TRUSS. ° ° BLOCKING T-BRACE TO BE THEI CHORDS PERPENDICULAR TO TRUSS BOTTOM WHEN OVERFRAME WEB w/ 12d @ 6"O.C. RAFTER LENGTH LENGTHS > 8-0 . ° ° ° ° ° ° I°) TRUS WITH N2 8d COMMON ONAILSH AT A-SINGLE LEDGER B-DOUBLE LEDGER ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" FASTEN w/10d COMMONS PRODIDE MTS12 OR CS16 DIRECTLY 2X4 #2 SYP BLOCK @ EACH SAME SIZE, SPECIES, I I GABLE END WALLS PROVIDE DIAGONALS @ 6 ON-CENTER CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 1°1 AT END WALLS PROVIDE DIAGONALS VERTICAL VERTICAL ROOF MEMBER. BETWEEN OVERFRAMING RAFTER GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. �0,,....//" REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING AND ROOF MEMBER. END W/ 3-10d TOENAILS w 5-0.131x3" 1850-2345 2x8 w 6-'/4"4x6" SDS SCREWS LOCATION. IF MORE THAN (1) LATERAL I I (APPROXIMATELY 45%) TO THE 0-775 2x6 / / I I WALL BETWEEN EACH LINE OF BRACING w 8-0.131x3'° 2346-3125 2x12 w 8-1/�"bx6" SDS SCREWS BRACE IS NEEDED, OVERLAP BRACE ADJACENT EXTERIOR PERPENDICULAR 776-1250 2x8 / / BLOCK TO DBL TOP (°I TO FORM A ZIGZAG PATTERN ALL 1251-1544 2x10 w/ 10-0.131x3" PLT W/ 2-H2.5T AS SHOWN. CONSTRUCTED OF THE SAME BRACING 1540-1850 2x12 w/ 12-0.131x3" PROVIDE SOLID SPF�2 BLOCKING AT PANEL JOINTS ADJACENT � t° MATERIAL. THIS REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. 0.131x3" TOE NAILS @ 8"O.C. ALONG EXTERIOR WALLS PARALLEL TO LEDGER A NOTES: WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, FROM BOT. CHORD OF TRUSS THE LEDGER IS BEING USED TO ATTACH THE ADJACENT TO DBL. TOP PLATE BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE BETWEEN THE WALL AND THE FIRST ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. ! � LSTA12 @ 48" O.C. OR DBL TOP PLT X-BRACE w/ 2-16d INTO BOTTOM 8-10d � I LINE OF BOTTOM CHORD BRACING AT A CHORD OF EA. TRUSS. COMMONS TO GABLE TRUSS BOTTOM CHORD W/ MAXIMUM SPACING OF 20 FEET. TYPICAL N g DECK LEDGER AT OVERFRAME RAFTERS 1a GABLE END BRACING SDWC15600 @ 36" O.C. OMIT IF 11 PERMANENT TRUSS BRACING WHEN 8 LEDGER CONNECT O WHEN SHEATHING OVERLAPS GABLE 12 MIN RrWING OTED S01 TRUSS TO LEDGER CONNECTION BY TRUSS OTED S0.1 USE THIS DETAIL -0 FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. �01NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. SO.1 SCALE. 3/4" = 1'-0" MIN 2 PLY STUD MIN 2 PLY STUD ENGINEER. NOT SHOWN FOR CLARITY 2. ALL MATERIAL TO BE SYP#2 IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS DPT,&ILS ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS D TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS KA FULL HEIGHT MIN 2 PLY 36" LONG STUD 36" LONG STUD OR BEAM -- i PLAN I X 1 WASHER ANCHORING SPECIFICATIONS (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12- WASHER OVER TOP PLATE (2)MSTA24 STRAPS �1 0.131x3" GUN I 0.131x3" GUN NAILS ' F FOL, - ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR I4I °•:, I I NAILS (2)MTS12 DOUBLE FULL HT. SYSTEM SHALL CONSIST OF 36-0 A307 THREADED FASTEN w/18-10d HDU5. FASTEN-\,I •• I (2)MTS12 SOLE HT ANCHOR RODS. ORIENTED VERTICALLY AND ATTACHED TO THE 26-1Od COMONSI,;.i • Ij °o FULL UPLIFT PLATE ANCHOR TOP PLATE FOUNDATION AND TO THE UPPERMOST PLATE AT THE ( I I SIMPSON DTT2Z DO NOT SCALE DIMENSIONS FROM DOUBLE TOP CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE �• THESE DRAWINGS.IF A DIMENSION IS [w/8- Y4"x1Y2 I UNCLEAR REFER TO THE PLATE SEE PLAN TOP PLATE, PROVIDE A 2% 2"x Ya" STEEL WASHER. SDS SCREWS WALL STUD r FASTEN WITH A NUT AND ALLOW AT LEAST 3 R POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) LI .Q SIMPSON FULL HEIGHT ARCHITECTURAL DRAWINGS OR 3/B' FULL HEIGHT MINIMUM 2 PLY ° I CONTACT THE E.O.R. ® 0 � it LTT20B THREADED ROD (2)H2.5T (2)H2.5T STUD Y2" THREADED ROD WITHIN 6" OF FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD MINIMUM I MINIMUM _THREADED ROD ' PROVIDE A HOLE IN THE PLATE " LARGER THAN THE 2 PLY ,> f EPDXIED 4 MIN OR GIRDER SEE PLAN PLAN NAME DIAMETER OF THE THREADED ROD USED. WHILE TURN TITEN HD STUD AT 2ND STORY 4 R THREADED " 2 PLY ST 2ND STORY SEE PLAN ELEVATION ROD EPDXIED 14 �° Y2x6 TITEN HD �� STUD STUDS PROVIDE CAPTIVA - COASTAL SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER COUPLER TIGHT STUDS PROVIDE ,° f Y2 THREADED ROD 2 CS18 STRAPS (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE 1 CS18 STRAPS 7.5 MIN I ,° ° EPDXIED 4" MIN OR AT BASE OF STUDS DESIGN/DRAWN/CHECKED STEEL COUPLER ©- FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE THE I 9f AT BASE OF STUDSI I f Y2x6 TITEN HD (FLOOR TO FLOOR) CS / KM /LAP OPTIONAL, LOCATE -_- ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITEN HD ROD COUPLER (FLOOR TO FLOOR) II II MINIMUM ( ANCHOR - IN HOLE. RODS MAY BE SLANTED FROM TRUE 3// RODS - THD37634RC (%"x63/4") C' I /-STUD 2 PLY HOLD DOWN SEE PLA ®ATE AS NEEDED) VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AT SILL PLATE AT TOP PLATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SIMPSON DTT2Z STUD '° ROD = DTT2Z SECURED OVER THE WASHER M A SNUG-T1GHT w/8- Y4"x1 Y2' HTT5 4 SCALE 7 FULL HEIGHT ANCHOR INSTALLATION CHART ONE-HALF TURN OF A STANDARD �,�' ROD = HTT5 C01�IT1ON PLUSSDS SCREWS BUILT-UP POST, BUILT-UP POST, FLOOR AS NOTED DRENCH (APPROXIMATELY 30 FT-I.BS. OF TORQUE). SEE PLAN. SEE PLAN. FRAMING THREADED A C E NT EDGE DUE TO SHRINKAGE AND COMPRESSION OF BUILDING LPA No. FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 THREADED ROD FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT'.-LS, OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIQR TO INSULATION. �r � � „ , " , 4� 4 2" 3' TOLL-16-01061T RO Lo. } SEE PLAN PER PLAN. 3/8 /2 /2 0 2x2x/8" HTT5 or HDU5 DTT2Z LTT206 CONTROL Na. 'ry EMBEDMENT 5/8 3/4"� 3/4"0 3x3x'/4" 7.5" 12" 2 3" EPCrY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION ALTERNATE FOR ALTERNATE FOR OPTION 1 OPTION 2 FULL HEIGHT TR CONVENTIONAL 3$63 DEPTH Iv{ONO STEM MONO STEM GHAF�T FOR EMBEDMENT AND EDGE DISTANCE 3/8" FULL HEIGHT ROD 5/8" FULL HEIGHT ROD SHEET RE�uIREMENTS FULL HEIGHT ANCHOR WALL SECTION THREADED ROD INSTALLATION CHART 3�g" FULL HEIGHT ROD ALTERNATE 17 ANCHORJNG SYSTEM rl A ACHMENT 14 FULL HEIGHT THREADED ROD 15 HOLD DOWN ATTACHMENT DETAIL WHEN 16 GIRDER / BEAM STRAPPINGso*] 12 FULL HEIGHT WOOD FRAME WALLso.1 ALTERNATE s0.1 OTED SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLA's 50.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN sal SHEET 2 OF � N OVERLAP SIDEWALL N2 _0 TOP PLATE GARAGE A ROOF SHEATHING PER HEADER CONSTRUCTION SPEC'S GOAL POST. FASTEN TO STUD _i'4 ALWAYS PLACE Lou Pontigo and HEADER AT PACK WITH 2-ROWS OF 16d 01,01111",Ml'_'�' A., Associates, [nc. TOP OF ROUGH RING SHANK NAILS 0 12" O.C. 10d COMMONS 1/2"x`10" S.S LAG BOLT "-imiii%3'�z'"'�",� OPENING 0 6"o.c k ,/(2)20ga STRAPS 420 Osceola Avenue TO JACK ATTACH GARAGE DOOR THRU 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROO '_g UPRIGHT BUCK DIRECTLY INTO (2)2x6 KING STUDS w Z_.4 0.C TRUSS @ 24" 0.C. Jax. Beach, Florida 32250 H 75 W/ STUD PACK, PER GARAGE DOOR Ph. 242-0908 Fax.241-9557 (2)2x6 JACK STUDS 5/6" THREADED ROD SUPPLIER 2x6 SYP#2 LEDGER H2.5T g g g- FL: CA# 8344 SC:CA# 3579 Z 'AT EPDXIED 12" w/2-1/4"x6" '�SDS i0l SCREWS 0 16 ox�� Emil KIM -------------- HTT5 w/ 0 &1,Am '%0 0 (2)2x STUD CORNER\\, THREADED ROD PRE-ENGINEERED--/ F-01 00 g4w' L ow EPDXIED 12" WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 12d C omm FIT P.T. SOLE PLATE,,, WITH GAP SHOWN ---I T`;�" ," - _5 6x6 POST SEE PLAN WIRE NAILS E� (2)H2.5T GARAGE W/ I t' �-' SOLE PLATE j 0 4" 0.C. < FLOOR THREADED ROD STAGGERED ANCHOR 4x4 HORIZONTAL LEG SOFFIT, SEE EPDXIED 12" ARCH. No. 7 -10d 3 TOENAILS %"x8" LAG SCREW SOLE PLATE ANCHOR GARAGE WING WALL SECTION EACH SIDE RECESSED THICKENED SLAB EDGE STAT F AT GARAGE OPENING. 4x4 DIAGONAL DOUBLE-/fm '*��`Ix4 P.T. SYP TOP PLATE FASCIA OR NOTES: 3/8"x8" LAG SCREW M-0 RECESSED 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. 'UNA� SHEATHING MAY _�6 4x4 VERTICAL �TERMINATE AT GARAGE WING WALL ELEVATION TOP OF DBL. Ch ri stopher S a bou ri n P E TOP PLATE. ALL EXPOSED METAL FL PE#71461 CONNECTORS AND FASTENERS SHALL .................... IONS 7�_ DATE BE STAINLESS STEEL RAFTER TAIL DETAIL VIS SHED ROOF BRACKET DETAIL \�_.�2 SCALE: 3/4" ll-O" .�2 SCALE: 3/4" V-0" a FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO Z MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO & BEING APPROVED BY LOU PONTIGO a p, ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w "A 62, �V_W' -D Uj 4, 70 j _n Lij 0 CL Lu (f) :D C] LIJ misc F 11 A INI-XMING HT A ILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR PLAN NAME CAPTIVA - COASTAL DESIGN/DRAWN/CHECKED CS KM /LAP DATE 02.02.17 SCALE AS NOTED LPA No. TOLL-16-01061 CONTROL No. 3863 SHEET COPY S002 SHEET3 OF7 I SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE DESIGNATES SLAB RECESS Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA# 8344 SC:CA# 3579 85,_010 „ ERJ IA 01 44 ! 9 8 ,� ��i+ �� A.•�V'✓moi r No. r r ' N 11 1 I 3 _ .p S TA Ic e r. o � 1 1.01 S 1.01 d .<` ••� S1.01 ✓ �<Q A% O A' ✓ arr My er N .. . >. ,. v air. fi 4 ,.. A .. . . .'•a- ... "! S/0 L il�� v LL61 , , _ - - - - - - - - -- - - -"- - - - '� �- �� - - - - - - - - - - - - - - - - - - - - - l h r i s t o p h e r Sabourin PE S1.01 � FL PE#71461 ��._.��_ .�. IIS.�__�.__��__�� _ - �._�____..,.� MONO FOOTING TO �: - � �._._ a. F 4 REVISIONS DATE I I STEM WALL w/ 2-#5x30 S1.01 I I DOWELS EPDXIED 6" MIN. I I I STAIRS BY v BUILDER I I 1 a__ - f.. 4 �01I I PAVERS I .�� - � �, ^ BY OTHERS I � � S1.01 - - - Z SAWCUT I 0 d- FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO I j� '- f I I ( I N MAKING O ANY SSTTRUC STRUSOCIATES CTURALFIELD 1 Q I R TO g I PROViIOE 2 x4 0 j 4 U I N MODIFICATIONS WHICH MAY VARY l S 1.01 99 0 I I !_ !, I 4 CONCRETE SLAB w CORNER CRA BAR � � W�`'.. ( � I FROM THE INTENT OF THE ORIGINAL / FIELD NALTTERN TIONS MUAMDE PRIOR TO ^1 2 -0 FIBERMESH @ 1.5 LBS f CU.YD. AT B MID DEPTH I I cn I I BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN f I OF CONCRETE OR 6x6 W1.4xW1.4 ADDITIONAL ENGINEERING OR 8 -0 WWF ON 6MIL VAPOR BARRIER I I 1 I INSPECTION FEES. IN PREPARED GRADE. I I I I -2 12 -4 s1.01 STAIRS BYOF I I 1 S s F. BUILDER 6 1 I I I I S1.01 PROVIDE SAW CUTS PER `n \ mm4 ._. s1.�1 ;° I - - - - - - - - - - - - - -�- -� I 3 N I I I I N �. � - - - - - o-�:y �1 5/S1.01 BUILDER TO . , COORDINATE WITH FINISH ' � r , FLOOR MATERIAL. - - - - - - - - - - - - - - - - - W F} 1'-3" I f.'i I LO 42 rl I -. I � I I l S1.01 ' - I - - - - -� - - - - - - - - --J _. � � I CO ® `� � , STAIRS B � BUILDER J I ' �J:. I .. '� � PAVERS '� � a .; BY O TH E R S I I , , S1 01 - I 51.01 I _ . IriI CJS 13 1CO S1.01 I CN � O F I S1.01 ; 1 I ILo 51.01 I s1.01 I I I �n -a I l W I ,ry, I _ ? I MONO FOOTING TO - I I o LU 8 I _... TEMWALL w/ 2-#5x30 I I ^ OWELS EPDXIED 6 MIN. 0I I - - - - - - - - ' ' - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,` y s : -.. a.e . ♦... f, w✓<# .9 r""C7 e. F e. "`k &' o. C:+b*:l"?""C�r. 4.:1='s.i \ `. dvt.: n 1. F L __.- _ _ __ __ _m _. I - - - - - - - - - - m_- - - - - - - - - - - -^m-- - - - - - - - - - - - - - 1 11 CD S1.01 S1.01 so. 10" 4'-10ff 82_0„ 7f_o„ 89 _0!f FOUNDATION ol PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER.TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. NDN TE FOUNDATION PLAN PLAN �°� ' FOOTING SCHEDULE A CAPTIVA COASTAL SCALE; 1/4" = 1'-0" DESIcI�i®IZAvuN�cl-I IrcK>~D TYPE LENGTH WIDTH DEPTH BOTTOM BARS B- YP D /P 9 PI 3-#5 EA. WAY BOT. CS / KM /LAP F2.0 2 0 2P-Opp 1 -0 # DATE F2.5 21-6" 2'-6" 1'-03-#5 EA. WAY BOT. 02.02.17 F3.0 S-O" 3'-0" 1'-0" 3-#5 EA, WAY BOT. SCALE F3.5 3'-6" 3'-6" 1'-D" 4-#5 EA, WAY BOT, AS NOTED F4.0 4'-O" 4'-0" 1'-0" 4-#5 EA, WAY BOT, LPA No. F4.5 4'-6" 4'-6" 1`-0" 4-#5 EA. WAY BOT. TOLL-16-01061 1. THIS FOUNDATION ALAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL iia, FOUNDATION. FOR GENERA:'' FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 3863 REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 SHEET 4 OF PROCTOR IN ACCORDANCE WITH ASTM D 1557. TYPICAL WALL FRAMING AND TYPICAL WALL FRAMING AND ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS. (1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. CORNER BARS (TYPICAL) &_ Al AT WALLS GREATER THEN 12" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR, 4'-0" HIGH, NOTIFY E.O.R. 'CORNER BARS TYP, SEE 78/51.01 8" CMU OPEN BOTTOM LINTEL SEE 3/S0.0 Lou PontiBo and RACING MONO SLAB FOOTING AT PORCHES, ( � _ _ BLOCK w/ 1—#5 CONTINUOUS Associates, [nc. FOR TEMPORARY B WHEN SPECIFIED ON PLAN. LAYOUT PLAN AND ,,. _ SEE ARCH PLAN ,% �`� 420 Osceola Avenue PERMANENT LATERAL \ ... , - SLAB ON GRADE, S1=� �' SLAB ON SUPPORT DETAIL. - �- - - - • 2 _ ,� --.: Ph1. 242-0908 Florida Fax. 241-9555 SEE PLAN. I _ _ .m�_ GRADE, 7 FL.CA# 8344 SC.CA# 3579 SEE PLAN GRADE OR CON C. SLAB, SEE PLAN. R , -,"r• . R 777=? 4 DOWEL TO MATCH VERT. ,. # .--' 8 CMU STEM WALL W/ t��''` �',,....•�•., - / SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON w., *� tib.* �G� - - _ -- STEMWALL REINFORCING (SEE ' ! - .... _ _...._. '' -'' _ _ �, #4 VERTICAL DOWELS @ 24 O.C. c'^• . L . .j a STEMWALL SCHEDULES - ,; `� PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. GRADE q �� 900 BEND INTO FTG. : M SCHEDULE) w/ 6 HOOK INTO ^ z ,�-` I ' / �, SEE PLAN W �'': No. 7 CMU . 00 — -' 3 7wl .'` r`' REINFORCING k� FOOTING. LAP VERT REINFORCING :2COURSES - 25 I F STEMWALL IS GREATER Q a " \ l,� �'`�; '�'� wI STAT 1 TO 6 #4 VERT. Q 48 O.C. ,,- . THAN (3) COURSES. F _ b ^ J � N 7 TO 10 #4 VERT. @ 24 O.C. ,, ,, -- STEMWALL, SEE 1 S1 .01 CONTINUOUS CONCRETE >� • �,®R! ..®• • ,,<��~ N �i'r ••arrrr `�� N CONT. CONCRETE FOOTING 11 TO 12 #4 VERT. @ 8"O.C, - FOOTING 3 CLEAR .,,,�ri� AL O,,,,• 1—STORY, w/(2)#5 CONT. STEMWALLS OVER 6 COURSES TO 8"d x 16"w 00, '° µ, HAVE TRUSS TYPE HORIZ. JOINT 2—STORY, w/(3)#4 OR (2)#5 CONT. EN EVERY OTHER 10"d x 20"w 10"x 0" Christopher 1 Sabourin PE REINF. BETWEEN 2 FL P E#714 6 l COURSE. FILL CELLS SOLID. w 2— 5 CONT./ # ri�EV_ISIONS DATE 1 STEMWALL FOOTING 2 FOOTING / SHOWER RECESS 3 GARAGE STEM WALL �01 SCALE: 3/4" = 1'-0" S1.01 (IF REQUIRED) S1,01 (IF REQUIRED) i FIELD ALTERATION TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO CONTINUOUS, PROVIDE MAKING ANY STRUCTURAL FIELD (1)#5 CORNER BARS (TYPICAL) MODIFICATIONS WHICH MAY VARY #:.�., FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 12" HOOK INTO SLAB. STEP, SEE � FIELD ALTERNATIONS MADE PRIOR TO ARCH. , REINASSOCIATES®BY LOU MAY RESULT IN O ( ) EQUAL TO SLAB ADDITiNSPECTION FE SING OR 4'� MAX. THICKNESS. SLAB ON GRADE, 7B SLAB RECESS SEE PLAN. BRICK VENEER IS ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING WALL FRAMING SIZE. 8" CMU STEM WALL W/ 1" DEEP SAWCUT w/ LAB ON GRADE, '> SLAB ON ELASTOMERIC SEALANT EE PLAN 2—#5 CONT. #4 VERTICAL DOWELS @ 24 O.C. ' GRADE— STEP, SEE ARCH. PLAN. a _.� _. SLAB ON 90 BEN® INTO FTG. ` . SEE PLANGRADE 6, LAB 0 GRADE SE P __....- E LAN. ry t ;r NOTES. 4 �, +SEE PLAN. J J t R ^y ^ _I 1) PROVIDE SAWCUTS TO CREATE \ 4. /\. a / 1> . APPROXIMATE 12' X 12' MAX. SQ. Uj CONTINUOUS CONCRETE ..+' FOOTING 2) SAWCUT CONC. SLAB WITHIN 4 TO n -a,-- 3 CLEAR 12 HOURS OF CONC. PLACEMENT, OPTIONAL ,1 311 TYP » 8 x16 2 FLAIR , 1 STORY, w/(2)#5 CONT. 8"x2o' 8"x16" 1 —STORY, w/(2.)#5 CONT. I 1f 99 2—STORY, w/(2)#5 CONT. 10 x20 11 19 8 x2o 2—STORY, w/(2)#5 CONT. 0 W/ 2—#5 CONT. � I � W rT� ALL AT GARAGE 5 SAW CUTDETAIL 6 BEARING AT INTERIORK07� MONO. FOOTING AT STEP-DOWN STEMWALL F S1.01 SCALE: 3/4 = 1 —O S1 .0 1 51 .01 S1.01 LLJ 0 0) z I 0 0 TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. MATCH DOOR �� 3f4>► WITH, SEE ARCH. RECESS PAVER BY SLAB ON OTHERS BOND BEAM w/1—#5 GRADE, SEE PLAN. '�- mise SLAB ON ' PAVING x � �- ��-:�4..�``�; f _ �� GRADE, BY BUILDER Q ,y 8 MASONRY i SEE PLAN. CONCRETE STAND—OFF PAD TO WOOD POST 12"x12" DETAIL 108 1#5 CONT. _ ,-�' STEM WALL w/ FRAMING MATCH ARCHITECTURAL COLUM '� DIMS. FOR BOX COL. w PER PLAN. E.J. '' 1— 4 C� 48" O.C. — �: ; '` -.� /# MATERIAL GRADE OR CONC. vi, DETAILS ..2 1 HAIRPINS AT EA. CORNER & TYPICAL ANCHORAGE SLAB, SEE PLAN. � � # SLAB O N ', ' -' CLOSED TIE AT TO PER CONST. SPECS. _ .. GRADE _ Fid ,s T PAD = HOUSE PAVERS BY . ,- ,} SEE PLAN. ALT. FOOTING 0 TI N G A T / k ''`,.�`. BUILDERS DISCRETION. FINISH FLOOR OTHERS ,, ' `,-�" , DO NOT SCALE DIMENSIONS FROM #3 48 O.C. OR —=1T i— n -r rr—i I T=1TI -4 4- THESE.DRAWINGS.IF A DIMENSION IS THICKENED EDGE UNCLEAR REFER TO THE ROD CHAIRS (TYP. -I— _ i- $"x�" DETAIL 10A ARCHITECTURAL DRAWINGS OR w/ 1—#5 CONT. CONTACT THE E.O.R 1 (2)#5 CONT. . 2 W/(2)#5 CONT. 2" THICK x 20" WID PLAN NAME CONCRETE FOOTING CAPTiVA — COASTAL (SEE PLAN) DESIGN/DRAWN/CHECKED CS / KM /LAP 8 MONOLITHIC EDGE FOOTING PAD AT X COLUMNS PORCH STEM W DATE 9 O S 1 o THICKENS® SLAB 11 ALL 02.02. 17 �.01 SCALE: 3/4" = 1'-0" �01 SCALE: 3/4" _ '-0" SCALE �_o S1.01 AS NOTED LPA No. TOLL-16-01061 CONTROL No. 3863 SHEET d F" S1601 SHEET 5 O�7 �� I SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW- 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 DESIGNATES 8d COMMONS 0 Q 3" O.C. EDGE & 6" O.C. "IN THE f3 FIELD" Ak DESIGNATES THE HEADER SIZE, NUMBER MW OF PLYS & JACK/KING STUDS NEEDED -1/2 (2)2x8 I _j FOR SUPPORT HEADER. Lou Pontigo and R TRUSS, SEE PLAN Associ ates, Inc. i�p ANCHOR LEGEND 420 Osceola Avenue N' �M, . ..... Jax. Beach, Florida 32250 T N'R la -0908 Fax. 241-9557 Ph, 242 A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 12/SO.1 FL: CA# 8344 SC:CA#3579 N R-A A307 DIAMETER FULL HEIGHT X5 THREADED ROD, SEE DETAIL 12/SO.1 mq- Ng" A307 DIAMETER THREADED 4-"A j ROD TERMINATES AT FIRST FLOOR V TOP PLATE, SEE DETAIL 12/SO.1 DED A307 DIAMETER THREA No ROD TERMINATES AT FIRST FLOOR (95 TOP PLATE, SEE DETAIL 12/SO.1 OF STRUCTURAL ' SIMPSON HTT5 SEE DETAIL 15/S0.1 6x6 P.T. SYP#2 POST (2)2x6 A *40 -BRACKET SEE A SPF#2 C4 w/ABU66. SEE DETAIL F(2)2x6-1/1) (2)2x6- C(2)2x6-=1/1 Q2)2x6-1/1) POST. F_ --I 2/SO.2 (4 PLACES) SIMPSON DTT2Z SEE DETAIL15/S0.1 AL 2/S0.1. (TYPICAL) (3)2xl 2 Christopher J Sa bourin P E SIMPSON LTT20B SEE DETAIL15/SO.1 FL PE#71461 J .................... ISEE DE 12" LONG LIGHT GAUGE STRAP IONS DATE 6_7 TAIL LSTA1 2 FASTEN TO TOP PLATE AND STUD VIS X 1/SO.2. WITH 5-10d COMMONS Nil I LN T X! C-41 2x8 WALL STUD SCHEDULE CNI ,,,,-WALL LOCATION PLATE STUD SIZE HEIGHT & SPACING LLJ EXTERIOR MAX 2x4 SPF#2 @ 16n D.C. > Cr_1 10,-1 2x6 SPF#2 @ 16" D.C. LLI EXTERIOR 0 MAX 2x4 SPF#2 0 12" O.C. c) < 10'-1 TO RATION < LLJ EXTERIOR 14'-0" 2x6 SPF#2 0 16" O.C. FIELD ALTE X lot-ool ERIO 2x4 SPF#2 0 16" O.C. CONTRACTOR SHALL CONTACT LOU Lij MAX PONTIGO&ASSOCIATES PRIOR TO X 0 121-00' 2x6 SPF#2 0 16" O.C. DL MAKING ANY STRUCTURAL FIELD sm FASTEN TOP OF WALL < INTERIOR MAX 2x4 SPF#2 0 12' D.C. MODIFICATIONS WHICH MAY VARY cf� FROM THE INTENT OF THE ORIGINAL PER DETAIL 5/SO.1.-\ < Mn NOTE& CONSTRUCTION DOCUMENTS.ANY CD 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO Et ASSOCIATES MAY RESULT IN 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERING OR (0 CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES, N1_1 ARCHITECTURAL REQUIREMENTS. cl-I > 0 >1 2, SPF#2 STUDS @12 O.C. 3.) SPIT DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN m 7 YELLOW PINE. < U) C14 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. L L0 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. V) MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT S RAP HEADER r-- ---I (,2)2x6 OSI3 WALL SHEARWALLS U PER 7/S0.1 SPF#21 I SHEATHING. _j POST. COMBINED USE PANEL NOTES < J": -L0=7 lz� _j 1. EXTERIOR WALL SHEATHING SHALL BE Q2)PLY 9.5" LVL-2/2) U i SEE DETAIL CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST 2x8 TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING Ln TOP PLATE TO STUDS 1/SO.2. SPLICE LOCATIONS FOR MULTI STORY CONDITIONS WALL W/ SDWC15600 @ 48 O.C. TX TOP PLATE TO STUD: w/SDWC15600 @ 48" 0.C. 2. SEE SHEET SO.0 FOR WALL SHEATHING SEE 3/S0.1 FOR BEAM X SPECIFICATIONS. (2)2x6 12" O.C. CONN. (TYPICAL) SPF#2 2x4 SPF#2 STUDS 3. UPPER MOST TOP PLATE SUPPORTING ROOF MEMBERS SHALL BE STRAPPED AS SHOWN IN POST. (2)2x10-1/2) (yyz. zz= 4. INSTALL SOLE PLATE ANCHORS PER DETAIL (2)2X6 0 SINAH HLAULK PER 3/SO.O SPF#Z'-` Lij DETAIL 7/S0.1. ANA STRAP HEADER PER POST > _7 ;z GENERAL NOTES DETAIL 7 S0.1.- 01 CD < 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL. X N SEE WALL STUD SCHEDULE THIS SHEET FOR STUD X N 1-1 SIZES AND SPACING. AT GIRDERS AND BEAMS, 0 FASTEN TOP OF WALL —--] I PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER I PER DETAIL 5/sm. 6x6 P.T. SYP#2 POST PLIES. I C/) I - /��- 1 4 w/ABU66. SEE DETAIL 0 2. SEE SHEET SO.0 FOR ROOF AND FLOOR TX ry 2/S0.1. (TYPICAL) SHEATHING SPECIFICATIONS. Ile) (0 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES C14 TOGETHER PER DETAIL 6/SO.O Cj) cf) V= I PROVIDE MIN 0 1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 3/SO.O (2)INTERMEDIATE JACK X _j STUDS. FASTEN JACKS TOP 5� AT SHEARWALLS, PROVIDE DIAPHRAGM __j X JJLI AND BOTTOM W/SDWC15600 ATTACHMENT PER DETAIL 5/SO.1 0 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT OSB WALL TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 ((3)4 qk�/2) (2)2xl 0 Ai sk_ 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING __j I AND HOLD DOWNS SHEATHING. 0 C(2)2x6--1/1 C(2)2x6-1 (2)2x6--1/1� (2)2x6-1/1 STRUCTURAL (2)2x6 PROVIDE MIN (2)INTERMEDIATE SEE 3/S0.1FOR BEAM BRACKET SEE-/ SPF#2 JACK STUDS. FASTEN JACKS TOP CONN. (TYPICAL) 2/SO.2 (2 PLACES) POST. AND BOTTOM W/SDWC15600 CS18 STRAPPING DETAIL CS18 STRAP w/ 10" END LENGTH. FASTEN FIR`cT FLOOR THIS END w/ 9-10d. FRAMING WALL FRAMING b Uj DOUBLE PLAN TOP PLATE. SHEARWALL NOTE: SW: 3/6 1\\_NO NAILS REQUIRED i IN CLEAR SPAN SW: 3/6 DESIGNATES SHEARWALL FLOOR 2-ROWS OF 16d 1) �$ TRUSSES NAILING - 8d @ 3 EDGE AND 6 "FIELD" OR JOIST. DO NOT SCALE DIMENSIONS FROM @ 9 0.C. THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE CRIPPLE STUDS ARCHITECTURAL DRAWINGS OR SOLE PLATE ANCHORS SEE SCHEDULE ON WALL FRAMING A a @ 16" O.C. C> ON D___TAIL 3/SO.O END LENGTH. FASTEN CAPTIVA - COASTAL THIS END w/ 9-10d. (2)2X8 PLATES FIRST FLOOR F 171 A tylING PLAN CS18 STRAP w/ 10" PLAN NAME SCALE: 1/4" V-0" DESIGN/DRAWN/CHECKED SOLE PLATE ANCHOR SPACING SCHD CS / KM /LAP DATE BEAM SEE PLAN ALL EXTERIOR WALL 42" O.C. UNLESS OTHER NOTED 02.02.17 SCALE 3-10d TOENAILS SHEARWALLS 24" O.C. (SW 8d@Y/6") AS NOTED 2-ROWS OF SIMPSON (2)2X8 MINIMUM PLANK 15600 SDWC SCREWS LPA No. ORIENTED HEADER OVER SOLE PLT a # WHEN NOTED ON PLAN TOLL-16-01061 @ 12" O,C, STAGGERED. SLIDING GLASS DOOR, FASTEN SEE NOTE 2 TO JACKS EACH EACH END CONTROL No. INSTALL SOLE PLATE ANCHORS PER DETAIL 3863 HEADER SECTION W/(l)A35 3/S0.0 SHEET 2. ANCHOR SPACING SHALL BE AS NOTED. FOR 71 S1.1 EXAMPLE - SOLE PLT @ 36" 36" ONCENTER SPACING S191 7i � I SHEET 6 OF 7 M, Y•y.: ak�,�'.iy. `Ta"� .�k.14: y_ :.1 ry ,.. ;. .. .. ... 'y ,. :z. G,..� 4 ",II:, �'.1=�Y�'v` '.."w4i 4 ,t . mut .. o SYMBOLS . _ ,: .,...,, �tt-�t- ..;.�.: «', .. •fi�rx. m': " Axa e 4 HTS 16 DESIGNATES UPLIFT CONNECTION, ti m -mac .� .° ate:P,� ..s , a>��.°��°."�•`'.�k�<'�`'^, �t i ".w FRAMING PLAN NOTES 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT ORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3, FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. 4. WHEN USING ' - 2 H2.5T CLIPS ON 1 WI � ) �� LUMBER PLACE CLIPS ateALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. 7777777 ., _.�:, .� � ,... , : , :.� �:-�, � " Lou Pontigo and Assodates Inc. ry � TRUSS a 'arm t a. , r r �.�. 420 Osceola FASTENING , , , ,�:�,. . ..> acZ'xn:K,:..,. ... -; A.._ x S w?� V. ,.. ,-.. ..-.. •..�,..:..... -:T .... ,. , :.....,_.`i c, �.,w.• 1ax. Beach, Florida 5 e, 32250 � Fax. 2 Ph 242 0908 41-9557 344 SC:CA# 3579 "H" t , ,r . " s 5�"' l ' S t' �9� se-.•t., .: ,, '... _- ,:. ... :�:. .. - .ate' _ � . .. '. r'F ' ay ,.. ,�.,:a',,._ � ....'. ... .." .. _.:. ... m•-,> .., - ,,.. ..,,.�.. _,. .<,�,...-e.. :, rig , s , , '3+r i i �.s,.. ..„�._� .. ^,:`�' ....”" k �.�. ,cs i.. ,. ., .�',,...:�,_... ..qtr......�.. <. r ".., '. �a�a=t•. .. ! , t w ®� 0 a 11>t a. •0I i f' Y tw No Q 4 `r RAFTER TAI S, 2 3 SEE DETAIL 3/S .2 If, -®'. ST OF dS (2)HTS16 HTS16 `'��. '/ STUD DIRECTLY `'`'''*.`S/��VA . r TOP PLATE TO 111Nl1411iii �_...___.. _,: ,_�m _—__..._. BELOW TRUSS _._ Pip. µ N N SDWC15600 STUD SDWC15600 -_ Christopher J Savourin PE "f f FL PE#71461 lul TRUSS TIE DOWN WITH SIMPSON SDWC 1 P �. � r REVISIONS DATE A�Jf ', ' f' r' f ✓' l T02 Rafter to Top Plate shown 2x6 RAFTERS Truss to Top Plate similar ^ Q 24 C. .,.._a":._. I JO Optimal 22}z. RAFTER TAILS, /' ``d Jo 0' SEE DETAIL 3 SO.2 / —\ ' I J06 r I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU I J06 2 STUD DIRECTLY PONTIGO E ASSOCIATES PRIOR TO f MAKING ANY STRUCTURAL FIELD BELOW TRUSS MODIFICATIONS WHICH MAY VARY `�Q� 2 �' S0.2 Yz"Max CONSTRUCTION DOCUMENTS.ANY f \ f y � FROM THE INTENT OF THE ORIGINAL 50.1 ' FIELD ALTERNATIONS MADE PRIOR TO s ``{' �'' a BEING APPROVED BY LOU PONTiGO 8 JOs SDWC1 5600 TOP PLATE TO ASSOCIATES MAY RESULT IN STUD SDWC15600 ADDITIONAL ENGINEERING OR INSPECTION FEES. Note: 1, Sloped—roof rafters may be sloped up to and including a 12:12itch t ,o I p and mus. be blydsmouth cut. „✓ 2. Reference detail 4 for installation instructions. T 30 SIMPSON SDWC INSTALLATION RANGE T2 PORCH CEILING SHEATHING AT BOTTOM CHORD OF ' r's' H TS16. N �o TRUSS SEE 2/S0.1. F J AI '/A` .,;s”J'. '�t"r r✓'',' l f,�'r', ,t' �'°l. /'✓` , `��!! `��. 1 f ' m..� �.'Z'.1+� .� , " � � ,/'�.�°" ,�',� � ,✓'mss' — f RAFTER TAILS, LIJ '` "� 28 SEE DETAIL 3/SO2 � i y kln u \—H 1 16 \ ( HTS 16� � W STUD NOT DIRECTLY BELOW TRUSS SDWC15600 t , I r� Note: Reference detail 2a for installation an le Amit I _ _ s `= 406 2 SDWC INSTALLATION SO.2 III' J 0 6 r' � ,�` I` Rafter to To Plate shown � I P jJ06 ;^ Ir, ;} (Truss to Top Plate similar) J 128 _ - Cj) 2x6 RAFTERSIll ° @ 249 0.C. J06 PORCH CEILING SHE THING STUD NOT DIRECTLY AT BOTTOM CHORD F BELOW TRUSS 17102 I TRUSS SEE 2/S0.1. E-- T01 �...__.. ., ,. __�_ .__. _. _ _ __. .. 1 � !- F T2 Do not Install SDWC In �'` ° . � hatched area Ill 111 T 11 Ill SDWC15600 R Ole,I , I Overhang 1 1/2 MIN H TS16 HTS 16 2" MAX RAFTER TAILS,—// 3 2 SEE DETAIL 3/50.2 S0.2 so.1 SDWC INSTALLATION RANGE ROOF TRUSS TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES PLACEMENT 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING •" minimum edge Rafter or Truss PLAN WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 distance for full values (with or Splice may be in upper or SCREW UNLESS OTHERWISE NOTED without a plate lower plate Pp splice) DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE X" from top plate ,r ARCHITECTURAL DRAWINGS OR splice Offset CONTACT THE E.O.R. for full values STUD NOT DIRECTLY ROOF TRUSS PLAC MENT PLAN BELOW TRUSS PLA NAME CAPTIVA — COASTAL SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED CS / KM LAP DATE SDWC AT TOP PLATE. SPLICE 02.02.17 SCALE AS NOTED LPA No. TOLL-16-01061 CONTROL No, 3863 SHEET k .y p OM S102 SHEET 7 OF 7