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320 10th Street RES19-0057 New Single Home RESIDENTIAL PERMIT PERMITNUMBER z CITY OF ATLANTIC BEACH RES19-0057 800 SEMINOLE ROAD ISSUED: 5/2/2019 `r' p ATLANTIC BEACH. FL 32233 EXPIRES: 30/29/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORMTO THE CURRENT 6TH EDITIONt OF • • D• BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. • • • r . • . • • • • 32010TH ST RESIDENTIAL NEW SINGLE NEW SINGLE FAMILY HOME $716759.70 FAMILY RESIDENCE ZONING:TYPE OF REALESTATE SUBDIVISION:BUILDING USE CONSTRUCTION: NUMBER: GROUP: 170032 0000 ATLANTIC BEACH COMPANY: ADDRESS: HERITAGE HOM ES OF JAX, 2451 3RD ST JACKSONVILLE FL 32250 INC BEACH • ADDRESS: BRECHBILL ALAN L 479 ENGLISH IW CT HUMMELSTOWN PA 17036 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. 1 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psl,with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed in the right-of-way. Issued Date: 5/2/2019 1 of 3 =` RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RE519-0057 j 8005EMINOLE ROAD ISSUED: 5/2/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 10/29/2019 2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: erosIon control measures must be Installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 'request an Erosion and Sediment Control Inspection prior to start of construction. 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL dotes: All runoff must remain on-site during construction. 4 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: (fon-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow,must run to street. 5 PUBLICWORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 6 PUBLICWORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 7 PUBLICWORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS DOCUMENT IMPERVIOUS AREA INFORMATIONAL Notes: Strongly suggest thorough documentation of impervious areas be recorded. 9 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 10 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TORO)survey with water retention for final C.O.Inspection. 11 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig If necessary. If field coordination is needed,call 247-5878. 12 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. Issued Date:5/2/2019 2 of RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES19-0057 n ISSUED: 5/2/2019 ATLANTIC BEACH.. FL 32233 SEMINOLROAD EXPIRES: 30/29/2019 1a 13 PUBLICUTILITIES RTI SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT3 concrete box with metal lid. Cleanout to be set to grade and visible. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $2114.00 BUILDING PLAN CHECK 455-0000322-1001 0 $1057.00 BUILDING PLAN REVIEW RESUBMITTAL FOURTH AND 455-0000-322-1006 0 $100.00 CONSEQUENT BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000322-1006 0 $50.00 CROSSCONNECDON 4000000443-3701 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-00003291007 0 $50.00 PW REVIEW BUILDING MOO OR ROW 001-00110-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-011003291004 0 $10000 STATEDBPRSURCHARGE 455-0000208-0700 0 $49.82 STATE OCA SURCHARGE 455-0000208-0600 0 $33.21 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $SOHO TOTAL:$3,679.03 Issued Date:5/2/2019 3 of City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road R�S _00S 7 ,i Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 Date muted: E-mail: building-dept@coab.us t9Cityweb-site: http:11v coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: _ ) _0 ) O� ( Department review regained Yes No ,�--`` 1 ' BuiIcing Applicant: C--.R ITf� .� � (_)nC_C tanning&Zoning \ (� Tree inx re mor N Project: ELA_) o U Ic I lee u rc y Fire Services Review fee $ 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: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Datet�l y/ Ig TREE ADMIN. Second Review: []Approved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETYrr��vp�� Reviewed by: Date: S 20/ FIRE SERVICES Third Review: 04—proved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: L S Revised 0 511 912 01 7 1 Doc 8 2019075548, OR BK 18742 Page 2247 , Number Pages : 1 , Recorded 04/04/2019 03:20 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT state of Tax Folio No. ITW324NIM PtwU. ' County of OuM To Whom It May Concern: - The undersigned hereby Informs you that improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following Information IsStated in this NOTICE OF COMMENCEMENT. Legal Desalption of property being Improved: - 16.28-29E ATLANTIC BEACH W 2OFT LOT 7 LOT 9 BLK 12 Address ofproperty being Improved: 3201ah 5t Auanllc Isaeth.FL 3]233 General description of improvements: Replacement new sin le famil hams Owner: Nan L arechblll Address: x]g ENIW Fry CIFNmmaiabwn PA i7V34 Owners interest In site of the Improvement: FeesanPle Fee Simple Titleholder(if other than owner): Name: Coni{actor. L Smb Um(Nadoge HOM"or Jax Incl t�_Cp✓,,,;�ti/ Address: 24513N at 5 Jacksonville Beech FL 31290 10 'Telephone No.: lei Bm4aao Fax No: Surety(if any) Address: Amount of Bond$ 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 of person within the State of Florida,other than himself,designated by owner upon wham notices or other documents may be served:Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Uenors Notice as provided In Section 713.06(2)(b),Florida Statues. (Fill In at Owners option) Name: Address: Telephone No: Fax No: - Expiration date of Notice of Commencement(the expiration date Is one(1)year from the date of recording unless a different date is specified): °V010 THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Zlgl� COM BN P.AL N a 9 Before me this daYof 1 hnpersanaliy appeared NOTARIALSEAL Notary Public at Wrge Alexis Geni,Notary Public by Lower Paxton Twp..OaupNn Co�nZI AaY cpmmbslpn explro: or MyCommbslon Explrea June B, Personally Known: MaNBF ,P axu iA Produced Idenufl F e '*ALL INFORMATION ® Revision Request/Correction to Comments HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 QQ Phone: (904) 247-5826 Email: Building-Dept@coalims PERMIT#: ES)q-_o057 Pill Revision to Issued Permit OR ❑ Correction�Is to comments Date:_ Project Address: 3aC� ,/�� FA � '�/ X18 Contractor/Contact Name: H& Its #Qoftff.5 on Vl�-• Contact Phone: �90v) G 35_a off? _Email: t&SOa - A,,� A11 ,2,CS . COM Description of Proposed Revision/Corrections: ev' ar �ov�/w for fevew cowl P �s sc,d 6J, - S�L _ ,�,uP DISC —1`�'or � lt �Clc�e nmme �{ i affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) APO - 4 2019 • Will proposed revision/corrections add additional square footage to original submittal? ,WNo ❑ Yes(additional s.f.to be added: _ 1 Lezch, FL • Will proposed revision/corrections add additional increase in building value to original submittal? ho ❑-Yes(additional increase in building value:$ (contractor must sign if increase In valuation) -Signature of Contractor/Agent: o AS (Office Use Only) 11 Approved Lt] Denied ❑ Not Applicable to Department Permit Fe ue$ D Revision/Plan Review Comments AN Res o/j!W /h /... lid 61.iPn• a S'v ln•a.. }�� ,w6lool JXw n»o/ 022 Rebr'tec/ -ro Py Department Review Required: utldi mmig Zoning I Reviewed By TreeA m� tTinis r—Tatoor AIc ii yyd-�q Pu Ic ti hies Public Safety Date Fire Services updated 10/17118 CITY OF ATLANTIC BEACH V 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904) 247-5800 s<Ok19? BUILDING REVIEW COMMENTS Date: 3/27/2019 Permit#: RES19-0057 Site Address:320 10TH ST Review Status: denied _ RE#: 170032 0000 Applicant: HERITAGE HOMES OF JAX, INC Property Owner: BRECHBILL ALAN L Email:JASON@HERITAGEHOMESIAX.COM Email:ABRECHBILL@PENNSTATEHEALTH.PSU.EDU Phone:9048860990 Phone: 267566b364 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Submit 2 certified surveys as well as a topographical survey. A total of 3 surveys will now be required for site development projects now in Atlantic Beach. I will attach a PDF with information about those / surveys. "2. Contractor shall initial and date on the site plan the minimum finish floor elevation. I will attach a PDF to assist in figuring out the required F.F.E. 3. Provide 2 copies of the Manual S Compliance Report,per R403.7.1 Equipment sizing. FBC,Energy Conservation, 6"Edition(2017). -44. Product approval numbers are needed for all component and cladding materials used on this home. 5. Provide attic access location(s) in/on the design drawings per requirements of Section R807 of the FBC- Residential 6t'Edition 2017. ✓6. Submit the product approval number for the spray foam insulation that will be used, and you will have to write that in on the submitted information sheets,both copies,and the Evaluation Report for the product as well. 2 copies please. 7. There may be more review comments after revisio resubmitta are brought in. Please submit all requested information at onetime. bara7� tldn- Rr�t �Q rL -t; Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 32233 904.247.5844 i EmaiLmjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked"VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW.' C TY OF ATLANTIC BEACH 5a5o^ v�� 800 SEMINOLE ROAD (goN) G35- a1 fr7 ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING REVWREM1700320000 MENTS Date: 3/27/2019 _ Permit#: RES19-0057 320 10TH ST Review Status:denied Applicant: HERITAGE HOMES OF JAX, INC Property owner: BRECHBILL ALAN L Email:JASON@HERITAGEHOMESJAX.COM Email:ABRECHBILL@PENNSTATEHEALTH.PSU.EDU Phone: 9048860990 Phone:2675660364 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Copfeclion Comments: / 50 fi��t C% 1. Submit 2 certified surveys as well as a topographical survey.A total of 3 surveys will now be required for site development projects now in Atlantic Beach. I will attach a PDF with information about those surveys. 2. Contractor shall initial and date on the site plan the minimum ir sl}floor elevatio(t. I will attach a PDF to assist in figuring out the required F.F.E. - AetrT -� 5� pp AN d- S0'5=1 ecrdA —3. Provide 2 copies of the Manual S Compliance Report,per R403 7.1 Equipment sizing. FBC,Energy Conservation, 6'"Edition(2017). -X' owQftIi. ' tVbm*/ �/idI A. Product approval numbers are needed for all component and cladding materials used on this home.-u 5. Provide attic access location(s)in/ona design drawings per requirements of Section R807 of the FBC- Residential 6'"Edition 2017. -acUeJ` 4 P/�A ✓6. Submit the product approval number for the spray foam insulation that will be used,and you will have to write that in on the submitted info�jatop sheets,bo ,}c ies,and the Evaluation Report for the product as well. 2 copies please. v(F" i Su brti{(.d 7. There may be more review comments after revision/resubmittals are brought in. Please submit all requested information at onetime. 10-4 f(r^d hoc -�vi w711� Gccccss Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 OFFICE COPY Revision Request/Correction to Comments ••AEE INFORMATION C-fr7l `fRIG IS GHTED IN REQUIRECity of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept(dicoab.us PERMIT#: Qt-sly-0e)57 ❑ Revision to Issued Permit OR y_r.Corrections to Comments Date: ZLLfl _ Project Address: 3�� ,ll C) .eIcJ Contractor/Contact Name: &,;. -W >Yn ct d7- eTcle r L Contact Phone: qOq 3S 2-0ay Email:pSDtAc'; 7�a1nC � edtn Description of Proposed Revision/Corrections: 1 AAn,74 55 C r /a a /tmd A/ _VI4F on Ad �<(ee Vb/cam0<7� vo affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wi proposed revision/corrections add additional square footage to original submittal? o ❑ Yes(additional s.f.to be added: ) Ni I proposed revision/corrections add additional increase in building value to original submittal? o ❑•Yes(additional increase in building value:S.)(Contractor must sign if increase In valuation) // *Signature of Contractor/Agent: �� (Office Use Only) �1 &'Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D $ /Dt�•bU Revision/Plan Review Comments Department Review Required: Y,V__r� y u Planni Reviewed By trator Public Works Public Utilities in Public Safety Da e Fire Services updated 10117118 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 4/16/2019 Permit#: RES19-0057 Site Address:32010TH ST Review Status:denied RE#: 170032 0000 Applicant: HERITAGE HOMES OF JAX, INC Property Owner: BRECHBt1L ALAN L Email:JASON@HERITAGEHOMESJAX.COM Email:ABRECHBILL@PENNSTATEHEALTH.PSU.EDU Phone: 9048860990 Phone: 2675660364 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review.Submittals that respond to only one or a few correction items will not be accepted. Corr 'e Comm 2 copies of the Manual S Compliance Report stilt not received. . _Location of the attic accesses not marked on design drawings,both sets shall be marke Vs. Product approval number needed for garage roll-up sectional. Installation instruction ma be submitted now. 4. Sending this second review comment to add another item. lust spoke to the City's en ' eer,the surveyor needs to add at least 6 more elevation shots on the Topographic Survey in the mi a of the property to determine storm water drainage. !!!�� / Building 'Y GI/1 f5-) �Ol-g Mike Jones / , / Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones/@coab.us Em%i�t�° �Iv� l� �o •r.ween �-f y•ibaot�i /N�' Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision byway of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with Building Permit Application OFFICE COPY uPaotm zo7s ze City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY n uY Phone: (904) 247-5826 Email: Building-Dept(c@coabIS REQUIRED..us GGc¢ 1�j �7 Job Address: 32010th ST Atlantic Beach FL32233 Permit Number: RV` ig -bos / Legal Description 5-6916-2S-29E ATLANTIC BEACH W 20FT LOT 7,LOT 9 BLK 12 RE# 170032-0000 Valuation of Work(Replacement Cost)$ 955.253.00 Heated/Cooled SF 3,300 Non.Heated/Cooled 4,898 • Classof Work: ®New OAddition DAlteration ORepair OMove ODemo OPool OWlndow/Door • Use of existing/proposed structure(s): OCommercial ®Residential • If an existing structure,is a fire sprinkler system installed?: Dyes ONo • Will trees be removed in association with Pr000sed ro'ect?®Yes must submit separate Tree Removal Permit ❑No Describe in detail the type of work to be performed: New single family home to replace existing home. Florida Product Approval# for multiple products use product approval form Property Owner Information Name Alan LBrechbill Address 479Englishlvy CT City Hummelstown State PA Zip 17036 Phone (267)566-0364 E-Mail abmchbill@pennstatehealth.psu.edu Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company Heritage Homes of Jaz Inc Qualifying Agent L Scott Ulm Address 24513rd STS City Jacksonville Beach State FL zip 32250 Office Phone (904)886-0990 Job Site Contact Number (904)635-2087 State Certification/Registration# CGC0471 E-Mail iason@heritagehomesjax.cam Architect Name&Phone# Kevin Mullican(904)434-1493 Engineer's Name&Phone# Lou Pontigo (904)242-0908 Workers Compensation Insurer Greene Hazel Insurance Group OR Exempt O Expiration Date 7/1/2019 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc: NOTICE: In addition to the requwements of this permit,there maybe additional restrictions applicable to this property that may be�fauh8 to the public records 9f, is ounty,and there maybe additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. Ft[pp rr�� OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work WM b9tbnii!wImpliance with all applicable laws regulating construction and zoning. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOIjQING R �IOTIFE OF COMMENCEMENT. ILIj re ofOah 6 Ls (Signature of0 ner or Agent) (Signature of Contractor) 110- Si Si ned and sworn to(or affirmed)before me this day of 5 igned and sworn to(or affirall before me t11'Ls ) 1 day of rZ )LDI ,by LIS 4.YC♦ { o%�q by j An lG 5 • R�6 91 N (Signature of Notary) { T4,4,,, TENPLE&fl GG2998 COMMONWEALTH OF PENNSYLVANIA � {� Commleakn#GG 29B89A NOTARIALSEAL q'Personally Known OR !Ys "' 6pkee FFquery ig,202J I )Personally Known OR Alexis Gant.Notary Public + ByyyrlYUTaf itl,prmyApBt9yrytt I-duced Identification L r on Tw .,DaMPh' County I Produced Identification Type of Identification:. a �Z1 ype of ldentifcation: MEMBER.ENNBYLVAN A33 IATI F City of Atlantic Beach _ _ APPLICATION NUMBER AJAX Building Department - (To be assigned by the Building Department.) 800 Seminole Road Res C 7 Atlantic Beach, Florida 32233-5445 I'� _ 0 V J Phone(904)247-5826 Fax(904)247-5845 u z E-mail: buildingdept@coab.us Date routed: City web-site: Imp Hwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: De artment review re uired Yes No 11 II Building Applicant: H (� ITA'GE C�(7(Y��_S fanning &Zoning n \ �� tTree a cr N Project: � 1 a� 1—om-P7N LL!/ o u is i les uis Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receip[ Date of Permit Verfffed B Florida Dept.of Environmental Protection Florida Dept of Transportation St.Johns River Water Management District Any Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. W6,amed. ❑Not applicable (Circle one.) Comments: BUILDING ploAs-too r""� � Las2✓�,otie PLANNING&ZONING J_ Reviewed ' Date: TREE ADMIN. Second Review: Vpproved as revised. ❑Denied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revises 05/19/3017 CITYMentofpublice 12Lane I Depart 00 SandpiP 32233 . - AtlanticBeaao 1247-SS34 r, W S PIAN REVIE Njs hfx,Inc, hcnes oaxcom pUBUCWORKMnB °mesAviere e edu ApPllca"t planSrechb0l nstatehealth• Email: Owner: abrechbol en 312i119 property RE519-0057 Email: TREVIEWS eRoad• Date* t)t LE DEPARTMEli at Boo seMinol ted. permitti pEN1EDb Street Review status: 32010 S W IS ONE OF M eulldinS Oepa�tems vwill not b escective revieweview. Site Address: THi s m Abe 1Ebmitteritoonwone o e few ctsha len complete atheir t eEAOH dePa�"lent r su r a co D Sbrunt numbs soli fitted U �1dmB�P rh^g1j,deg ePt and musttespo^ APp�O`'C fitted to the " a smp�er,PV°riGa e Revisions mai g ✓l be subm of sift teice, arkin • G Revisions mD CORRE�ION ITEMS location ion P J lanIncludit- for construct PUBLIC W ORKS anagemeed t Using right-of-. n sed Professional diol site m wired tot elevation• l.iten provide c°ht of-Way permit is re Cannot raise repared by a Florida toilet. Rib on-site.o raphic survey p All runoff must remain ion top g is 20' re-co^ctruct {Way code. ntours. ht-o - City r Provide a P showin6l cO Citi rig allowed by Land Surveyor W idth within fibs are over the 50Ya driveway ervious area 0\ aid received at Public W Maximum s imp a Ton. • Documentation show Must have a wncrete p (Application submitted to Building dewalk. • Gravel sidewall<cannotmeetOdY VA`• royal) PUBLIC W / ORKS COND1710NS OF APPRO comments will be printed on your permit as Conditions of App (The following , thick 4000 psi,withfibermesh from P • All concrete driveway aprons must be 5' Property line. Reinforcing rods or mesh are not alfoved Prioowed in r beg or to the prof measures must be installed a (904)247-5814to ceq°r Full erosion control m the Inspection Line disturbing activities. Contact ior to start of construction. / Sediment control Inspection pr • All runoff must remain on-site during construction. storage is required, a post construction topograiiAcc syr+• wired. All water runoff must go to letenti • If on-site ionwill construction well t. req roved list(A�✓ must run to street. philli • Roll off container company must be on City app sters, Shapells,Inc., Republic Services,Donovan Dump Removal,All American Roll Off,WCA Waste Corporation). City right-of-way. W orks\ADMiN\PIAN arv�Ew COMMENTS\0.E519-0057 0.\Public (HerNage Homesi. a°% page 1 of 2 • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Strongly suggest thorough documentation of impervious areas be recorded. • Maximum driveway width within the City right-of-way is 20'. • Must provide a topographic (TOPO)survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams0coab.us/904247-5834 Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID"but are to be left within the set of drawings Complete new sets of drawings will not be accepted ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 O:\Public Works\ADMIN\PIAN REVIEW COMMENTS\RE111,01171Hentap Homesl,,o Revision Re uest/Correction to Comments HIGHLIGHTED ON Q HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept2Coab.Us PERMIT q: RES' a GYJS 7 Revision to Issued Permit OR ❑ Corrections to Comments Dater Project Address: ��U ?� S �� A 8 / Contractor/Contact Name: ry< i /.6T NMC S / �a5on Contact Phone:1901) 635-.20�-2 Email tti�01006� '/A �6 cs tAX . Coir-I Description of Proposed Revision/Corrections: LAI, Pv ian 4V A6 �O/ ✓ev Cs✓ C0H P 'T 1 St d nn 1 S' C r Uc c�-e ,C]MMP I A Oh len affirm the revision/correction to comments is inclusive of theproposed changes. (printed name) APR - 4 2019 • Will proposed revision/corrections add additional square footage to original submittal? ,ZNo ❑ Yes(additional s.f.to be added: 1 • Will proposed revision/corrections add additional increase in building value to original submittal? ,lo ❑*Yes(additional increase in building value:$ (wntractor must tgn lnncrease In valuanon) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ ?101115 -bo lay512� -kD LX11 -Ae, Revision/Plan Review CommentsAd - De a t Review Required: WB Ve'l 61 rGEIVE uEmm�g Zoning ewewed By T— TreeA mems ra or or APR 05 2019 Pu Ic tI ities Public Safety �--- Date Fire Services �ppROVED ` �='°�=��e I �.t CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS REVISION PLAN REVIEW COMMENTS Date: 4/16/19 Applicant: Heritage Homes of Jax, Inc. Permit Jt: RES19-0057 Email: iason Ca)heritaeehomesiax.com Review Status: DENIED Property Owner: Alan Brechbill Site Address: 32010th Street Email: abrechbill(lpennstatehealth.psu.edu THIS REVISION PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Revised plans document all water runoff on the east and west side being piped to street. All water runoff must go to retention area and retention overflow must run to street. PUBLIC WORKS CONDITIONS OF APPROVAL: A RRROVED (The fallowing comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904) 247-5814 to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal, All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Strongly suggest thorough documentation of impervious areas be recorded. • Maximum driveway width within the City right-of-way is 20'. • Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams(6lcoab.us/904247-5834 Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RE519-00571Heriwge Homes-Remionl.do Resubmittal Notes: All revisions and changes shall clearly standout from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawin s Complete new sets of drawings will not be accepted ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 O:\Public Works\ADMIN\PIAN REVIEW COMMENTS\RES19-0057(Heritage Homes-Re"ision).docz Comp. By: SM Date: 4116/2019 S)1t n> Public Works Department City of Atlantic Beach Permit No: RES 19-0057 Address: 320 10th Street Required Storage Volume Criteria: Section 24-56 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelooment Runoff Volume: Lot Area (A) = 9,100 ft, Runoff Coefficient Area Lot Area Description (ft) (fe) "C" M"c" Impervious 3,244 9,100 1.00 0.36 Pervious 5.856 9,100 0.20 0.13 Runoff Coefficient(C)= 0.49 Runoff Volume V= 0.49 x 9,100 x 9.3 / 12 V= 3,422 fl' Postdovelooment Runoff Volume: Lot Area(A) = 9,100 ft' Runoff Coefficient Area Lot Area Description (ft') (R) "C" lift..C•• Impervious 4,548 9,100 1.00 0.50 %ISA= 50.0% Pervious 4,552 9,100 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 8,100 x 9.3 1 12 V= 4,230 ft, Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 4,230 - 3,422 DV= 808 ft' RetenWn tolh Street329 4/1512019 Comp. By: S/W n Date: 4/16/2019 # Public Works Department City of Atlantic Beach Permit No: RES 19-0057 Address: 32010th Street Provided Storage: Elevation Area Storage (ft) (ft) (fl') 8.5 600 0 BOTTOM size 9.0 1,385 496 TOB size Back and side Elevation Area Storage (ft) (ft') (H) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft') (ft') 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A'd'pf A=Area= 1385.0 d=depth to ESHWT= 2.0 pf=pore factor= 0.3 Inground Storage= 831.0 ft' Required Treatment Volume= 808 ft' Supplied Treatment Volume= 1,327 fl' Retention 10th SVeela20 4/162019 ko- PI@#'SC allO/ Qvtw l W/ ~~/ 'btS 5 v/ CITY OF ATLANTIC BEACH Department of Public Works ,J 1200 Sandpiper Lane '- Atlantic Beach, FL 32233 '97-5834 PUBLIC WORKS PLAN IEW COMMENTS Date: 3/21/19 APPliwnt: Heritage Homes of Jax, Inc. Permit a: RES19-0057 Email: 'ason herna ehomes'ax.com Review Status: DENIED Property Owner: Alan Brechbill Site Address: 32010u'Street Email: abrechbill@pennstatehealth.Dsu.edu THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at SW Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: // �// • Provide construction site management plan including location of silt fence, dumpster, portable toilet. Right-of-way Permit is required if using right-of-way for construct. n parking. - N/A f4,b n>4 • All runoff must remain on-site. Cannot raise lot elevation. -noka�da� 671< • Provide a pre-construction topographic survey prepIyred by a Florida Licensed Professional Land Surveyor, showing 1'contours.-So b' Q • Maximum driveway Width within the City right-of-way is 20'.- nod 'uj • Documentation shows impervious areas are over the 50%allowed by City code.- u P)AN 5le (Application submitted to Building Department 2/21/19 and received at Public Works 3/20/19).). • Gravel sidewalk cannot meet City sidewalk. Must have a concrete apron..-u ti PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. -n0iIf WM • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904)247-5814 to request an Erosion and Sediment Control Inspection prior to start of construction.- V.-IldIo • All runoff must remain on-site during construction. - No4 aoUcA a • If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All wafter runoff must go to retention area and retention overflow must run to street. - No}c Aol)c) • Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling, hapells, In , Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off CA Wpste Corporation). Container cannot be placed on City right-of-way. - Nd{r and 1ocn+;on S/v"I Page 1 of 2 O:\Public Works\ADMINu IAN REVIEW COMMENTS\RES19-M57(Heritage Hames).doa • Full right-of-way restoration,including sod, is required. ^04e AAJgc/ff I' I • All runoff must remain on-site. Cannot raise elevation. - CONT"/Ne,t •-wa f e addc�( • Strongly suggest thorough documentation of impervious areas be reQrdff� ( ccti.,�w><n/%aN • Maximum driveway width within the City right-of-way is 2d. - •vka nA�kd +con • Must pronvide a t/ppographic(TOPO) survey with water retention for final C.O. Inspection. co, Scott Williams, Public Works Director swilliamsiNcoab.us/904247-5934 Resubmittal Notes: All revisions and changes shall clearly standout from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID"but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 O:\Public Works\ADMIN\PIAN REVIEW(0MMENT5\NES19-0057 lHeritage Homes).docx City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road I"� rs _ /SOC J-7 � Atlantic Beach, Florida 322335445 r\G lJ Phone(904)247-5826 Fax(904)247-5845 p E-mail: building-dept@mab.us Dale routed'. z Z L Cityweb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � O ( D � e artment review reuired Yes No t 11 II But Applicant: I,Z C.(Z IT/�GE W(�rY\F S tanning &Zoning Tree mi i ra or Project: NF1.�� JVhxLIP 1_pry" lLam/ ° u is hies u is y Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ON STATUS Reviewing Department First Review: (Pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING B ZONING Reviewed by: _ ate: 3 Zr L5 TREE ADMIN. Second Review: roved as revisee(❑App ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 09191201] -,,.. City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane Jacksonville, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST Date Service Address 2W /0 V4-7 6r Number of Units—if Commercial_ Residential V-1� Multi-Family_ 3 New Water Tap(s)&Meter(s)_ Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter_ Size New Connection to City Sewer_ Applicant Name Billing Address City State Zip Phone Email Applicant Signature � e= CJTYSTAFF USEONLY Z Application k , (� — nQ Jr7 Water System Development Charge $ Sewer System Development Charge 5 Water Meter Only 5 Reclaim Meter Only $ Water Meter Tap $ Sewer Tap 5 Cross Connection $ Other $ TOTAL $ //c� 6O (Notes) APPROVEDt�/✓�— Date 5w6fic Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED --- Revision Request/Correction to Comments '*AUL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#; (RHES) ` --cor Revision to Issued Permit OR ❑ Corrections to Comments Date: Project Address: 3,io t o f,, S A L S ! 1/ Contractor/Contact Name:�< I� r,ne5 / : a60n V/ — Contact Phone: �90y) 636-Ao� Email: t�+50� cs RX Coin Description of Proposed Revision/Corrections: // / �'// ® II N✓' iae. 4- Pigs 7O/ Ireyie l Com e is Salo flay(, SP l _lSC or Ut (d, e r..A lam.` ♦ (`•:e� I '666 t 2� affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) APR - 4 2019 • Will proposed revision/corrections add additional square footage to original submittal? XNo ❑ Yes(additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? �Rho ❑-Yes(additional increase in building value:$ (cotrRor must sign iflncrease In r Iuatlon) -Signature of Contractor/Agent: (Offic a Only) ❑ Approved ❑ Denied of Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De a t Review Required: uildi nnmg Zoning Reviewed By TimeA mems ra or / iC ors n ICDorl.sS 7`_J Public Safety Date Fire Services ucdo to/v/M I _ ,rt City of Atlantic Beach APPLICATION NUMBER .;� Building Department (To be assigned by the Building Department.) 800 Seminole Road RE.S — VOS r7 Atlantic Beach, Florida 32233-5445 Phone(g04)2475828 Fax(904)247-5845 Z Z IQ E-mail: building-dept@coab.us Date routed: l --- Gityweb-site: http/Mwvv.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ZO J De artment review re uired Yes No Building Applicant: (- (�TAC.E LyCDfY�t=_S tanning&zoning n Tree m mor Project: 1 "�I "� \ cnv=t C 7—INPO I t y ° u is Il les u m Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Flonda Dept.of Environmental Protection Florida Dept.of Transportation Sit-Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. ;20anied. ❑Not applicable (Circle one.) Comments: / I_ BUILDING ufve� I /4' �L • ' eLLV�,(f/N.IM1� PLANNING &ZONING Reviewed by Date: 3 TREE ADMIN. Second Review: ❑Approved as revised. enied. ❑Not applicable PUBLIC WORKS Comments: r� ( �Q PUBLIC UTILITIES r GG� V I Gn ��iC '�- rrpf�{r f'�'G�o dot.. e�� PUBLIC SAFETY Reviewed byDate: tJ-S- ly FIRE SERVICES Third Review: pproved as revised. ❑Denied. ❑Not applicable Comments: y Reviewed by: /r_ Date: Revised 0511912017 Revision Request/Correction to Comments ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 C Phone: (904) 247-5826 Emma/il: Building-Dept@ccab.us PERMIT p: 0511-0057 0 Revision to Issued Permit OR IGCJ.Corrections to Comments Date: � ��/19 Project Address: J�V /V{� 51� Contractor/Contact Name:, 4Y� es or tale [/ / Contact Phone: (oT �S zo r7- Email: :a SD�q Ac,; 71pe hdl.te3�v,,1. cAH Description of Proposed Revision,,{{/Corrections: / J 11 // 4JJc 49andtl .5 /AA) /YS51 " & ..,Drug pnnrS to frdrfurh 60/1/ /Noi 4/C1, vn-(ion a�/ <�ee� Alas ri e Oer P� �l I �tiS O✓1 (��t—, affirm the revision/correction to comments is inclusive ofthe proposed changes. (printed name) approposed revision/corrections add additional square footage to original submittal? o ❑ Yes(additional s.f.to be added: ) •W UI proposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes(additional increase in buildingvalue:$_)(contractor must sign if Increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved El Denied D Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: u" Plannin Reviewed By strator Public Works q V-1q_ ( Public Utilities 7 'I Public Safety Date Fire Services unemea10/v/ag CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 4P (904)247-5800 ZONING REVIEW COMMENTS Date: 4/5/2019 Permit M RES19-0057 Site Address:32010TH ST Review Status: DENIED REM 170032 0000 Applicant: HERITAGE HOMES OF JAX, INC Property Owner: BRECHBILL ALAN L Email:JASON@HERITAGEHOMESJAX.COM Email:ABRECHBILL@PENNSTATEHEALTH.PSU.EDU Phone: 9048860990 Phone: 2675660364 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: A/C Equipment:The Floor plan does not match the site plan for the updatedA egyyipment to ation. Please update the floor plan to reflect the changes made to the site plan. _ Ve4Ib w9 en oRci sAee' s Informational: The finished floor elevation is shown at 12.5', 2.5' above grade. Height is shown at 35 feet from grade, so the finished height of the house can be no more than 35 feet from a grade elevation of 10 feet. Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked"VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Revision Request/Correction to Comments "ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY 15 REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coa b.us PERMIT#: KESiy-GV57 Revision to Issued Permit OR ❑ Corrections to Comments Date:_ Project Address: 3,,lo to EA S k AR Contractor/Contact Name: �Ler/ /-,rez Contact Phone: I90r4) G35-dofr7 Email: I tcy 492� lj� ARA e CS jAlx . e, Description of Proposed Revision/Corrections: do—J, / rn c ev' ian ')d PL, 7,q fev PW CONI e t N 7�o — J�L .�s LLL M , Sn50� ; (�z.r, affirm the revision/correction[o comments is inclusive of the proposed changes. (printed name) APR - 4 2019 • Will proposed revision/corrections add additional square footage to original submittal? ,WNo ❑ Yes(additional s.f.to be added: beach, FL ) • Will proposed revision/corrections add additional increase in building value to original submittal? o ❑-Yes(additional increase in building value:$ 'Contractor must sign if increase in valuation) -Signature of Contractor/Agent: (Office Use Only) ❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Departme t Review Required: uddi nnln�Pte g Zoning, Reviewed By Tree ATreeAM—mi c or s u is n hies Public Safety Date Fire Services updnrea to/»/la / - 411ttP— - - - P�y^Se I` CITY OF ATLANTIC BEACH w�A.y rLucs rens 800 SEMINOLE ROAD � n5an (An ATLANTIC BEACH,FL 32233 J (904)247-5800 (qo4) 635-dog7 "1'6r 40.+r5 wry( -Caw ZONING REVIEW COMMENTS Date: 3/19/2019 Permit#: RE519-0057 Site Address: 32010TH ST Review Status: DENIED REN: 170032 0000 Applicant: Property Owner: BRECHBILL ALAN L Email: Email:ABRECHBILL@PENNSTATEHEALTH.PSU.EDU Phone: Phone: 2675660364 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1 '/ Survey: Please provide a pre-construction topographical survey — $U bwi;7fc� Mechanical Equipment:Section 24-83(c) prohibits A/C and other mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property. Please show that this requirement is being met or revise plans accordin ly / l oG L, a.,r� e� Brian Broedell Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked"VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes:6t^Edition(2017)Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft') Non-Habitable Space (ft ) LAND INFORMATION: Zoning District �$ - 1 Flood Zone A� Minimum FFE /0. k' Arod 6-ecl FFV = /?.1- BUILDING INFORMATION: Construction Type( Occupancy Group Fam l7 Number of Stories 2 Max Occupancy Load Fire Sprinklers Required CONDITIONS/COMMENTS: Rev.2.7.2018 ��✓� OFFICE COPY Schneidereit Residence HVAC Load Calculations for Brechbill Schneidereit 32010th St Atlantic Beach, Fla.32233 &SQRMIQ RHppu � ) A RasiDWITTAL 1l lAC HVAC LOADS Prepared By: Cud Kinder Greener Solutions Air 4453 Sunbeam Rd Jacksonville, FI 32257 904-7303313 Sunday,December 30,2018 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. tlantlal k Light Commercial HVAC Loads Elite soriware Developmen4lnc. Tinian :Solutions Air Schneideren ReskJence Jacksonville FL 32257 Page Project Report Project Title: Schneidereit Residence Designed By: Curt Kinder Project Date: 30Dec18 Client Name: Brechbill Schneidereit Client Address: 320 10th St Client City: Atlantic Beach, Fla.32233 Company Name: Greener Solutions Air Company Representative: Curt Kinder Company Address: 4453 Sunbeam Rd Company City: Jacksonville, FI 32257 Company Phone: 904-730-3313 Reference City: Jacksonville Mayport Naval, Florida Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 16 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dot Bulb Difference Winter: 39 36.58 n/a n/a 70 n/a Summer: 92 78 54% 50% 75 58 Check Figures Total Building Supply CFM: 1,384 CFM Per Square ft.: 0.419 Square ft.of Room Area: 3,300 Square ft. Per Ton: 1,085 Volume(ft'): 33,001 ds Total Heating Required Including Ventilation Air: 28,241 Btuh 28.241 MBH Total Sensible Gain: 27,382 Btuh 86 % Total Latent Gain: 4,528 Btuh 14 % Total Cooling Required Including Ventilation Air: 31,910 Stun 2.66 Tons(Based On Sensible+Latent) 3.04 Tons(Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, December 30,2018,7:48 PM flhvsc-11"Idenilel a Light Commerclel HVAC Loads ® DI Greener Solutims Air Ja onylle.FL 32257 Total Building Summary Loads IPponent Area Sen ription.. Quan Loss ' Win3025:Glazing-U 30 SHGC 25, U-value 0.3,SHGC 778 7,235 0 14,296 14,296 0.25 12E-0sw:Wall-Frame, R-19 insulation in 2 x 6 stud 2512 5,295 0 3,312 3,312 cavity,no board insulation,siding finish,wood studs, U-value 0.068 12E-Osw:Part-Frame, R-19 insulation in 2 x 6 stud cavity, 80 82 0 82 82 no board insulation,siding finish,wood studs, U- value 0.068 18C7-21o:Roof/Ceiling-Roof Joists Between Roof Deck 3047.9 4,441 0 2,436 2,436 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation,White or Light Color Tile, Slate or Concrete,White Metal,White Membrane, R- 21 open cell 1/2lb.spray foam,5.5 inches in 2 x 6 joist cavity, 1 inch on joist, U-value 0.047 22A-pl-c:Floor-Slab on grade, No edge insulation,no 212 6,500 0 0 0 insulation below floor,carpet covering,passive,light -dry soil_U_value 0.989 Subtotals for structure: 23,553 0 20,126 20,126 People: 4 800 920 1,720 Equipment: 920 5,000 5,920 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 138,Summer CFM:72 4,688 2,808 1,336 4,144 Ventilation:Winter CFM:0,Summer CFM:0 0 0 0 0 Total Building Load Totals: 28,241 4,528 27,382 31,910 Total Building Supply CFM: 1,384 CFM Per Square ft.: 0.419 Square ft.of Room Area: 3,300 Square ft.Per Ton: 1,085 Volume(h°): 33,001 Total Heating Required Including Ventilation Air: 28,241 Btuh 28.241 MBH Total Sensible Gain: 27,382 Btuh 86 % Total Latent Gain: 4,528 Btuh 14 % Total Cooling Required Including Ventilation Air: 31,910 Btuh 2.66 Tons(Based On Sensible+Latent) 3.04 Tons (Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturers performance data at your design conditions. Sunday, December 30,2018, 7:48 PM Rhvec-11esldentlal8 Light Commercial HVAC Load$ Este Software Development;Inc. Greener Sclustra,Air SchneidereH Resdence Jacksonville FL 32257 Paw 41 Equipment Data - System 1 - System 1 Cooling System Type: Air Source Heat Pump Outdoor Model: 4TWR7036B1 Indoor Model: TAM9AOC36V31 Tradename: TRANE Outdoor Manufacturer: TRANE Description: Air Source Heat Pump AHRI Reference No.: 10093492 Capacity: 37,000 Efficiency: 17.5 SEER Heating System Type: Air Source Heat Pump Model: 4TWR7036BI Tradename: TRANE Manufacturer: TRANE Description: Air Source Heat Pump Capacity: 33,200 Efficiency: 9.2 HSPF This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:92F,SOWB:78F,WODB:39F,SIDE:75F,SIRH:50%,WIDE:70F,Sen.gain: 27,382 Btuh, Lat.gain:4,528 Etuh,Sen.loss:28,241 Btuh, Entering clg.coil DB:75F, Entering clg.coil WB:62.5F, Entering Mg.coil DB:70F,Clg.coil TD: 1BF, Htg.coil TD:27F, Req.clg.airflow:1384 CFM, Req.htg.airflow:951 CFM Sunday,December 30,2018,7:48 PM Manuel S Compliance Report Man 1 sensible load is 27,382, and the Man J latent load is 4528(see attached Man J page 3) At 95 outdoor dry bulb and 75 indoor dry bulb and 63 indoor wet bulb (50%relative humidity) the proposed system has rated 26,500 sensible capacity and 34,500 total capacity:34,500 (Total) minus 26,500 (Sensible) equals 8000 (Latent) Unused latent load is 8000 minus 4528 equals 3472 Manual S allows 50%of unused latent load (3472 x 0.5 =1736)to be considered additional sensible capacity Adjusted sensible capacity for this application is therefore 26,500+ 1736= 28,236 28236 capacity/27382 load = 103%which is within the Manual S range for heat pump cooling capacity: 100-115% The foregoing isat an outdoor design temperature of 95*F. For Atlantic Beach we use Mayport as reference city—92*F summer outdoor design temperature. Interpolating between 95 and 85 outdoor temps to reflect 92*F in Trane table gives us another 300 Btuh sensible and 225 Btuh (half of additional unused latent) putting us at approximately 105%sens capacity vs sens load. Performance Data Cooling 4/16/2019 High Speed---U.S. (English) capacities are net in Btuh/1000 - indoor fan heat deducted Outdoor Model 4TWR7036131 Indoor Model TAM9AOC36V31 ARIREF 10093492 Airflow 1200 Values At ARI Rating Conditions Correction Factors - Other Airflows Total Net Capacity 37000 Btuh Airflow 1050 1350 Airflow 1230 CFM Total Capacity 0.98 1.02 Compressor Power 2488 watts Sensible Capacity 0.93 1.07 Indoor Fan Power 233 watts Compressor Kw 0.99 1.01 Outdoor Fan Power 125 watts SEER 17.5 Rated with 25 Feet 3/4 suction 3/8 liquid lines O.D.D.B. I.D.W.B. TOTAL CAPACITY SENSIBLE CAPACITY SYSTEM 72 75 78 80 Kw 85 59 35.30 29.30 32.90 35.30 35.30 2.53 85 63 37.00 24.00 27.50 31.10 33.50 2.56 85 67 39.50 18.90 22.40 26.00 28.40 2.58 95 59 32.90 28.20 31.75 32.90 32.90 2.80 95 63 34.50 22.90 26.50 30.10 32.50 2.83 95 67 36.80 17.80 21.40 25.00 27.40 2.85 105 63 32.00 21.90 25.50 29.10 31.40 3.10 105 67 34.10 16.80 20.40 24.00 26.40 3.13 105 71 37.00 12.00 15.50 19.10 21.50 3.16 115 63 29.40 20.90 24.40 28.00 29.40 3.37 115 67 31.50 15.90 19.45 23.00 25.40 3.40 115 71 34.10 11.00 14.60 18.10 20.50 3.43 *** 95 67 36.80 IDDB= 80.00 27.40 2.85 *** Performance at selected design conditions * Dry coil condition (Total Capacity = Sensible Capacity) Total capacity, compressor Kw and app. dew point valid only for wetcoil All temperatures in Degree F :1-frac ©2019 Trane All rights reserved • FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation OFFICE COPY Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification(usually four pagesrmay be greater). ❑ Energy Performance Level(EPL)Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements(five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage', then a completed Form R405 Duct Leakage Test Report (usually one page) 12/30/2018 8:24:12 PM EnergyGauge®USA 6.002(Rev. 1)-FaRes2017 FBC 6th Edition(2017)Compliant Sottviare Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Schneitlereit Residence Builder Name: Hentage Homes Street: 320 10th St Permit Office: City,State,Zip: Adairoc Beach,FL,32223 Pennit Number: Owner: Brechbill Schneidereit Jurisdiction: Design Location: FL,Jacksonville County: duvai(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3370.0 sqft.) Insulation Area 2. Single family or multiple family Single-famlly a.Frame-Wood,Exterior R=19.0 3290.00 ft' b.Frame-Wood,Adjacent R=19.0 80.00 ft' 3. Number of units,if multiple family 1 c.N/A R= W 4. Number of Bedrooms 3 d.N/A R= ft' S. ISNisaworsl case? No 10.Ceiling Types (3047.9 sq0.) Insulation Area a.CathedrellSirgle Assembly(Unvented)R=1.0 3047.900' 6. Conditioned floor area above grade(ft2) 3299.94995117 b.N/A R= W Conditioned!floor area hallow grade(0') 0 c. ft N/A R= 11.Ducts R 7. W ndowa(778.0 sgft.) Description Area a.Sup:System 1,Rel:System 1,AH:System 1 6 659.9898 a. U-Factor. Dbl.U=0.30 778.00 IV SHGC: SHGC=0.25 b. U-Factor: N/A ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 37.0 SEER:17.50 c. U-Factor: N/A 0' SHGC: 13.Heating systems kBtwhr Efficiency d. U.Factor: WA 0 a.Electric Heat Pump 33.2 HSPF:9.20 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.250 14.Hot water systems B. Floor Types (2047.8 sqft.) Insulation Area a.Propane Tankless Cap:1 gallons EF:0.590 a.518b-Dn-Gratle Edge Insulation R=0.0 2047.80 0' b. Conservation features b.N/A R= ft2 None c.N/A R= ft' 15.Credits Pstat Glass/Floor Area: 0.236 Total Proposed Modified Loads: 82.32 PASS Total Baseline Loads: 91.30 �iJJ 1 hereby certify that the plans and specifications covered by Review of the plans and OFgNE ST47� this calculation are in compliance with the Florida Energy specifications covered by this xu� „ ; = O Code. coculagon indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed of DATE: 30Dec2018 this building will be inspected for 0 a compliance with Section 553.908 r, a I hereby certify that this building, as designed, is in ompliance Florida Statutes. �, with the Florida Energy Code. C'OD W8 OWNER/AGENT: BUILDING OFFICIAL: DATE: 9VI aDATE: - Complianos requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACHSO(R402.4.1.2). 12/302018 8:24 PM EnergyGal USA 6.0.02(Rev.1)-FlaRea2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM A405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT TNe: Schneidereit Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 3300 Lot# Owner Name: Brechbill Schneidereit Total Stories: 2 BlocWSubdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Heritage Homes Rotate Angle: 0 Street: 320 10th St Permit Office: Cross Ventilation: County: duval Jurisdiction: Whole House Fan: City,Slate,Zip: Atlantic Beach, Family Type: Single-family FL, 32223 New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksornille FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume t Blocks 3299.949 32999.5 SPACES Number Name Am Volume Kitchen Occupants Badraans Infil ID Finished Cooled Heated 1 System 1 3299.9499532999.5 Yea 4 3 1 Yea Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Sla"n-Grade Edge Insulatio System 1 212 ft 0 2047.75 ft _— 0.5 0.25 0.25 ROOF Roof Gable Roof Red Solar SA Emitl Emift Deck Pitch v # Type Materials Area Area Color Ban Absor. Tested Tested Insul. (deg) 1 Hip Metal 3409 ft2 Oft' Unfinishe N 0.7 No 0.7 No 19 26.6 ATTIC V If Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 3047.95 ft N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 CathedrallSingle Assembly(Unvente8yatem l 1 Blown 3047.95 ft2 0.11 Wood 12/30/2018 8:24 PM EnergyGaugeA USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Atljacent Spa Cavity Width Height Sheathing Framiig Solar Below it nm, Was Type - 1 N Ed mor Frame-Wood System 1 19 11 0 10 0 110.0 ft' 0 0.23 0.8 0 -2 W Exterior Frame-Woad System 1 19 10 0 10 0 100,0W 0 0.23 0.8 0 -3 W Exterior Frame-Wood System 1 19 2 0 10 0 20.0 IF 0 0.23 0.8 0 -4 S Exterior Frame-Wood System 1 19 18 0 10 0 180.0 fl 0 0.23 0.8 0 -5 S Extenor Frame-Wood System 1 19 14.5 0 10 0 145.0 It' 0 0.23 0.8 0 -6 E EAenor Frame-Wood System 1 19 20 0 10 0 200.0 M 0 0.23 0.8 0 -7 E Exterior Frame-Wood System 1 19 16 0 10 0 160.0 ft' 0 0.23 0.8 0 -8 W Exterior Frame-Wood System 1 19 9 0 10 0 90.0 It 0 0.23 0.8 0 _ 9 N Garage Frame-Wood System 1 19 8 0 10 0 80.0 ft' 0 0.23 0.8 0 10 S Exterior Frame-Wood System 1 19 12.5 0 10 0 125.0 ft 0 0.23 0.8 0 11 E Exterior Frame-Wood System 1 19 13.5 0 10 0 135.0 ft' 0 0.23 0.8 0 12 E Exterior Fmme-Wood System s 19 7 0 10 0 70.0I 0 0.23 0.8 0 13 N Exterior Frame-Wood System 1 19 6 0 10 0 60.0 ft 0 0.23 0.8 0 _14 S Exterior Frame-Wood System 1 19 12.5 0 10 0 125.0 fie 0 0.23 0.8 0 _15 W Exterior Frame-Woad System 1 19 13.5 0 10 0 135.0 R' 0 0.23 0.8 0 16 W Extenor Frame-Wood System 1 19 6 0 10 0 60.0 ft' 0 0.23 0.8 0 17 N Exterior Frame-Wood System 1 19 9 0 10 0 90.0 It 0 0.23 0.8 0 18 S Exterior Frame-Wood System 1 19 16 0 10 0 160.0 ft' 0 0.23 0.8 0 19 W Exterior Frame-Wood System l 19 3 0 10 0 30.0[0 0.23 0.8 0 20 E Exterior Frame-Wood System 1 19 3 0 10 0 30.0 fl 0 0.23 0.8 0 21 N Exterior Frame-Wood System 1 19 12 0 10 0 120.0 ft' 0 0.23 0.8 0 22 W EAenor Frame-Wood System 1 19 12 0 10 0 120.0 It 0 0.23 0.8 0 23 W Exterior Frame-Wood System 1 19 11 0 10 0 110.0 ft 0 0.23 0.8 0 24 N Exterior Frame-Wood System 1 19 9 0 10 0 90.0 It 0 0.23 0.8 0 25 W Extenor Frame-Wood System 1 19 12 0 10 0 120.0I 0 0.23 0.8 0 26 W Exterior Frame-Woad System 19 4 0 10 0 40.0 ft' 0 0.23 0.8 0 27 W Exterior Frame-Wood System 1 19 12.5 0 10 0 125.0 ft' 0 0.23 0.8 0 28 E Exterior Frame-Wood System 1 19 5 0 10 0 50.0 It 0 0.23 0.8 0 29 W Exterior Frame-Wood System 1 19 17 0 10 0 170.0 ft 0 0.23 0.6 0 30 E Exterior Frame-Wood System 1 19 17 0 10 0 170.0 W 0 0.23 0.8 0 31 S Exterior Frame-Wood System 1 19 15 0 10 0 150.0 ft' 0 0.23 0.8 0 WINDOWS Orientation shown is the entered,Proposer!onenta8on. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.3 0.25 N 48.0 IN 0 It 0 in 0110 in None Now 2 W 2 Vinyl Low-E Double Yes 0.3 0.25 N 18.0 It 0 It 0 in 0 It 0 I None None 3 S 4 Vinyl Low-E Double Yea 0.3 0.25 N 160.0 It 0 I 0 in 0 I 0 in None None 4 5 5 Vinyl Low-E Double Yes 0.3 0.25 N 45.0 112 0 ft 0 in 0 ft 0 I None None _ 5 E 6 Vinyl Low-E Double Yes 0.3 0.25 N 30.0 IF 0 ft 0 in 0 ft 0 in None None 6 E 7 Vinyl Low-E Double Yes 0.3 0.25 N 30.0 W 0 I 0 in 0 It 0 in None None 7 W 8 Vinyl Low-E Double Yes 0.3 0.25 N 36.0 ft 0 It 0 in 0 I 0 in None None 8 S 10 Vinyl Low-E Double Yes 0.3 0.25 N 30.0 112 0 ft 0 in 0 ft 0 in None None 121302018 8:24 PM EnergyGaugeO USA 6.0.02(Rev. 1)-FlaRes2017 FBC fith Edition(2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered.proposed orientation. J Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Ilrp Area Depth Separation Int Shade Screening 9 S 10 Vinyl Low-E Double Yes 0.3 0.25 N 12.0 W 0 ft 0 in 0110 in None None _ 10 E 12 Vinyl Low-E Double Yes 0.3 0.25 N 4.0 ft' 0 It 0 in 0 ft 0 in None None 11 W 15 Vinyl Low-E Double Yes 0.3 0.25 N 16.0 ft' 0 it 01n 0 ft 0 in None None 12 S 14 Vinyl Low-E Double Yes 0.3 0.25 N 30.0 ft' 0 It 0 in 0 it 0 in None None _ 13 N 17 Vinyl Low-E Double Yes 0.3 0.25 N 8.0 M 0 It 0 in 0 ft 0 I None None _ 14 W 16 Vinyl Low-E Double Yes 0.3 0.25 N 9.0 ft' 0 It 0 I 0 It 0 in None None 15 S 18 Vinyl Low-E Double Yes 0.3 0.25 N 36.0 ft' 0 ft 0 in 0 It 0 in None None 16 N 21 Vinyl Low-E Double Yes 0.3 0.25 N 48.0 ft' 0 It 0 in 0 It 0 in None None 17 W 22 Vinyl Low-E Double Yes 0.3 0.25 N 18.0 ft' 0 it 0 in 0 ft 0 in None None 18 N 24 Vinyl Low-E Double Yes 0.3 0.25 N 18.0 ft' 0 ft 0 in 0 It 0 in None None 19 W 25 Vinyl Low-E Double Yes 0.3 0.25 N 9.0 ft 0 It 0 in 0 ft 0 in None None 20 W 25 Vinyl Law-E Double Yes 0.3 0.25 N 24.0 ft' 0 It 0 In 0 It 0 in None None 21 W 26 Vinyl Low-E Double Yes 0.3 0.25 N 8.0 ft' 0 It 0 in 0 I 0 in None None 22 W 27 Vinyl Low-E Double Yes 0.3 0.25 N 9.0 R 0 it 0 in 0 it 0 in None None 23 E 30 Vinyl Low-E Double Yes 0.3 0.25 N 36.0 ft' 0 it 0 in 0 ft 0 in None None 24 W 29 Vinyl Low-E Double Yes 0.3 0.25 N 54.0 ft' 0 ft 0 in 0 ft 0 in None None 25 S 31 Vinyl Low-E Double Yes 0.3 0.25 N 18.0 ft' 0 It 0 in 0 It 0 in Now None 26 S 31 Vinyl Low-E Double Yes 0.3 0.25 N 24.0 ft' 0 it 0 in 0 it 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Well Height Exposed Wall Insulation 1 546.25 ft' 546.25 ft 72 It loft 1 INFILTRATION If Scope Method SLA CFM 60 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000445 3849.9 211.36 397.49 .2414 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Black Duds 1 Electric Heat Pump/ None HSPF:9.2 33.2 k8lul1hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Bkwtr Ducts 1 Cental Unit! Split SEER:17.5 37 kBtulhr 1110 chn 0.75 1 sys#1 12130/2018 8:24 PM EnergyGaugeO USA 6.0.02(Rev.1)-FlaRes2017 FBC 6M Edition(2017) Compliant Softwea Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankleas Eaderlor 0.59 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cad # Company Name System Model If Collector Model# Area Volume FEF None None ft- DUCTS J —Supply— —Return--- Air CFM 25 CFM25 HVAC If # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heal Cool 1 System 1 6 659.98 System 1 164.99 Default Leakage System 1 (Default) (Default) 1 1 TEMPERATURES Programabl[e]Themostaft:'Y eb t ' ((( Ceiling Fens:tXl fr [`XJ7 E]] [rX17 NW (D(�� Dec H nting LA1 Jan [X7 Feb [XJ Mar �r I May E )Jun Jul [ AugAul 1`SeP lAl Oct l%7 Nov [ ]Dec c Venting l 1 Jan [ ]Feb IIIxxX))'Mar III 111 1 Jun Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 76 78 78 80 80 80 80 PM 80 8o 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 7' 7' 78 78 78 78 78 78 78 PM 78 78 78 78 78 79 78 78 78 78 78 78 Heating(WO) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 6B 58 68 fib 68 68 68 66 66 Headng(WEH) AM 66 66 66 66 66 68 68 68 68 68 6868 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Masa Type Area Thickness Fumiture Fraction Space Defaul 8 lbstsq.ft. 0 T Oft 0.3 System 1 12/30/2018 8:24 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 60,Edition(2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the Energy Performance Index, the more efficient the home. 1. New home or,addition 1. New(From Plans) 12. Ducts, location&insulation level a)Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b)Return ducts R 6.0 c)AHU location System 1 3. No.of units(it multiple-family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 37.0 a)Split system SEER 17.5 5. Is this a worst case?(yes/no) 5. No b)Single package SEER_ c)Ground/water source SEERICOP 6. Conditioned Floor area(sq.ft.) 6. 3300 d)Room unit/PTAC EER_ e)Other 7.Windows,type and area a)U-factor:(weighted average) 7a. 0.300 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.250 14. Heating system: Capacity 33.2 c)Area 7c. 778.0 a)Split system heat pump HSPF b)Single package heat pump HSPF B. Skylights c)Electric resistance COP_ a)U-factoC(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace,LPG AFUE 0 Other 9.20 9. Floor type, insulation level: a)Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15.Water healing system c)Concrete, raised (R-value) 9c. a)Electric resistance EF b)Gas fired, natural gas EF 10.Wall type and insulation: c)Gas fired, LPG EF 0.59 A.Exterior: d)Solar system with tank EF 1.Wood frame(Insulation R-value) 10A1. 19.0 e)Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. 0 Heat recovery unit HeatRec% B.Adjacent: g)Other 1.Wood frame (Insulation R-value) 10131. 19.0 2. Masonry(Insulation R-value) 1082. 16. HVAC credits claimed (Performance Method) 11.Ceiling type and insulation level a)Ceiling fans a)Under attic 11 a. b)Cross ventilation No b)Single assembly 11b. 1.0 c)Whole house fan No c)Knee walls/skylight walls 11c. d)Multizone cooling credit d)Radiant barrier installed 11d. No e)Multizone heating credit 0 Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation,if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed (or exceeded)in is home before final inspection. Otherwise,a new EPL display card will be completed based on installed compliant features. n Builder Signature: Date: ��/91�/ Address of New Home: 320 loth St City/FL Zip: Atlantic Beach FL 32223 12/3012018 8:25:05 PM EnergyGaugeO USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 320 10th St Permit Number: Atlantic Beach,FL,32223 MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL ❑ R401.3 Energy Performance Level(EPL)display card(MandaWU).The building official shall require Mat an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statutes)requires Me EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating Me energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify Mat Me EPL display card completed and signed by the builder accurately reflects Me plans and specifications submilted to demonstrate code compliance for the building.A copy of the EPL display card can be found In Appendix RD. ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. ❑ R402.4.1 Building thermal enveidfe building thermal envelope shall comply with Sections 8402.4.1.1 and R402A.1.2. The sealing meMods between dissimilar materials shall allow for differential expansion and connection. ❑ R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 8402.4.1.1,as applicable to the method of construction.Where required by Me code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall W tested and venfied as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance it ANSIIRESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(1),(g)or(i)or an approved Mind Party.A written report of Me results of the test shall be signed by the path conducting Me teal and provided to Me code official.Testing shall be performed at any fime after creation of all penetrations of Me building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which Me new construction is less Man 85 percent of Me building Mensal envelope. During testing: 1.Exterior windows 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 flue dampers shall be dosed,but not sealed beyond intended infiltration control measures. 3.Interior doors,0 installed at the lime of the test,shall he open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall W dosed and sealed. 5.Heating and cooling systems,If installed at Me time of the lest,shall be turned off. 6.Supply and return registers,if installed at the time of Me test,shall he fully open. R402A.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doom,and outdoor combustion air.Where using tight-fiMng doors on factory-built fireplaces listed and labeled!in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using fight-fitfing doors on masonry fireplaces,the doors shall be fisted and labeled in accordance with UL 907. ❑ R402.4.3 Fenestration air leakag&Vmdows,skyights and sliding glass doors shall have an air infiltration rete of no more Man 0.3 clan per square foot(1.5 Js/m2),and swinging decors no more than 0.5 din per square bot(2.6 Llslm2),when tested according to NFRC 400 or HAMA/WDMAICSA 10111.5.2/ 0 by an accredited,independent laboratory and listed and labeled by Me manufacturer. Exception: Site-built windows,skylights and doors. 12/30/2018 8:25 PM EnergyGaugeS USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑R402.4.4 Rooms containing fuelbuming appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building Mensal envelope or enclosed in a room,isolated from inside the thermal envelope.Such roans shall be sealetl and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Sector,R403.The combustion air dud shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous b the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. ❑R402.4.5 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 din(0.904 Lis)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and Me interior wall or ceiling covering. SECTION R403 SYSTEMS 8403.1 Controls. ❑ 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-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways far air distribution systems shall he considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 0403.2.9.2 of Me Commercial Provisions of this code and shall be shown to meat dud tightness criteria below. Duct tightness shall be"rifled by testing in accordance with ANSVRESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Becton 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturers designation for an air leakage of no more Man 2 percent of Me design airflow,rale when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including Me manufacturer's air handler enclosure if installed at the time of Me test.All registers shall be loped or otherwise added tluring the test. 2. Poslconetraction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Dud testing is Trot mandatory for buildings complying by Section 405 of his code. A written report of the results of the test shall be signed by Me party conducting Me test and provided to he code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑8403.4 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105E(41-C) or below 55-F(130C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that F-1causetl by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandstory)Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. 8403.5.1.1 Circulation systems. Heated water circulation systems shall be Provided with a circulation pump.The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and themrosiphon circulation systems shall be prohibited. Controls for arculating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically him off We pump when the water in the circulation loop is at the desired temperature and when Mere is no demand for hot water. ❑ R403.5.1.2 Heat tri systems.Eledric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust Me energy input fo the heat trading to maintain Me desired water temperature in the piping in accordance with Me limes when heated water is used in Me occupancy. 12/30/2018 8:25 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heal traps and having vertical pipe nsers shall have heat taps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap Of a downward and upward hand of at least 3 Y inches 189 mm)in the hot water distribution line and cold water line located as close as possible to the storage lank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall he equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature seting range shall be from 100-F to 140-F(38-C to 60°C). El R403.5.6.1.2 Shut down. A separate switch or a dearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall he provided to permit the energy supplied to Me main burners)of combustion types of service water-heafirg systems to be turned off. ❑ R403.5.6.2 Waterireating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Flonda Building Code,Energy Conservation,Commercial Provisions,for the type of equipment install". Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-hearing category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. ❑ R403.5.6.2.1 Solar water4reeting systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Method.for Solar Collectors, and SRCC Standard TM-1,Soler Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following attend: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. C] R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meals the requirements of the Florida Building Code,Residential,or Floods Building Code,Mechanical,as applicable,or with other approved means of ventilation including:Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table 8403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated molar. ❑ R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall at the following counts: 1. The design air change per hour minimums for residential buildings In ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shalt be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space pertaining,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). ❑ R403.7.1 Equipment sizing. Heating and cabling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of We building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code time not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local Intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement healing and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMU (CFM) (CFWWATT) (CFM) Range hoods Any 2.8 climW as Any In-line fan Any 2.8 cfmhvan Any Bathroom,utility room 10 1.4 claimed '90 Bathroom,utility room 90 2.8 cfMwat Any For SI: 1 dim=28.3 Umin. a. When tested in accordance with HVI Standard 916 12131V2018 8:25 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that 0s total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to Me procedure selected in Section 403.7,or the closest available size Provided by the manufacturers product lines.The corresponding latent capacity of the equipment shall not be less than Me calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturers expanded performance data shall be used 10 select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and Me design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures 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(s)is installed in an unconditioned space. Exceptions: 1. Attached single-antl multiple-family residential equipment sizing may be selected so Mat 0s cooling capacity is less Man the calculated total sensible load but not less Man 80 percent of Mat load. 2. Mecapacity of When signed and seeletl by a Florida-registered engineer,in attached single- multiple-family units, equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ 14403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on Me cooling requirements as calculated according to Section R403.7.1.1,ant Me heat pump total cooling capacity shall not be mom Man 1.15 times greater than Me design cooling load even if the design heating load is 1.15 rimes greater than Me design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance formates shall be sized within 4 kW of Me design requirements calculated according to Me Procedure selected in Section R4037.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than Me design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermi0ent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or hearing within Mat space by one or more of the following options: 1. A separate cooling or heating system is utilized to Provide cooling or heating to Me malar entertainment areas. 2. A variable capacity system sized for optimum performance during base load penods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and 6404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and Ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service M the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50-F(10°C),and no precipitation is falling and an automatic or manual control Mat will allow shutoff when the outdoor temperature is above 40°F(4.B°C). ❑ R403.10 Pools and Permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch Mat is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of Me heater.Operation of such switch shall not change Me setting of Me heater thermostat.Such switches shall be in addition to a circuit breaker for the power to Me heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches.Time switches or other control methods that can automatically tum off and on according to a preset schedule shall be installed for heaters and pump motors.Healers and pump motors Mal have built-in time switches shall be in compliance with the section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery Pool heating systems. 3. Where pumps are powered exclusively hum on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor Permanent spas shall be equipped with a vapor-reMrdant cover on or at ❑ the water surface or a liquid cover or other means proven to reduce heal loss. Exception: Where more Man 70 percent of Me energy for heating,computed over an operation season,is from sue-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas.and oilAmd pool and spa handers. All gas-and oil-fired pool and spa heaters shall have a minimum thermal ❑ efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool healers fired by natural or LP gas shall not have continuously burning pilot lights. 12/302018 8:25 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating CohtlNons-Low Air Temperature.A test report from an independent laboratory is required to verify Procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mantlatoryke energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS 8404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting figures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. 8404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 12/30/20188:25 PM EnergyGauge®USA 6.0.02(Rev.1)-FleRes2017 FSC 8th Edition(2017) Compliant Software Page 5 of 5 Schneidereit Residence HVAC Load Calculations for Brechbill Schneidereit 320 10th St Atlantic Beach, Fla.32233 Lt bjewlt R9slDRH )AC HVAC oAD X (-fVAC L.OAD6 Prepared By: Curt Kinder Greener Solutions Air 4453 Sunbeam Rd Jacksonville, FI 32257 904-730-3313 Sunday, December 30,2018 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. RHvac-Residential 8 UghtcolVAC Loetla FJHe Sotlwam bevalopmen4 Nre: Greener Solutions AirsipoizoSchneitlereit Residence frill FL 32257 one Project Report hojecit Information Project Title: Schneidereit Residence Designed By: Curt Kinder Project Date: 30Dec18 Client Name: Brechbill Schneidereit Client Address: 32010th St Client City: Atlantic Beach, Fla.32233 Company Name: Greener Solutions Air Company Representative: Curt Kinder Company Address: 4453 Sunbeam Rd Company City: Jacksonville, FI 32257 Company Phone: 904-730-3313 Reference City: Jacksonville Mayport Naval, Florida Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 16 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bul Wet Bulb Rel Hum Rel.Hum Dry But Difference Winter: 39 36.58 n/a n/a 70 We Summer: 92 78 541/6 50% 75 58 lllllllllllllllIikFigures Total Building Supply CFM: 1.384 CFM Per Square ft.: 0.419 Square ff. of Room Area: 3.300 Square ft. Per Ton: 1,085 Volume (W): 33,001 Loads ' ... Total Heating Required Including Ventilation Air. 28.241 Binh 28241 MBH Total Sensible Gain: 27,382 Btuh 86 % Total Latent Gain: 4,528 Btuh 14 % Total Cooling Required Including Ventilation Air: 31,910 Btuh 2.66 Tons(Based On Sensible+Latent) 3.04 Tons(Based On 75%Sensible Capacity) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, December 30,2018,7:48 PM Elite SOMare Davelotrmad. Rea Rhvac- lden6Commercte al a light l HVAC Loads Sehneitlereit R ` Greener Solutions Air Jack ruiflle FL 32257 Total Building Summary Loads _ Area Sen La t Duan Loss Gam Win3025 Glazing-U 30 SHGC 25, U-value 0.3, SHGC 778 7,235 0 14.296 14,296 0.25 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2512 5,295 0 3,312 3,312 cavity, no board insulation, siding finish,wood studs, U-value 0.068 12E-Osw:Part-Frame, R-19 insulation in 2 x 6 stud cavity, 80 82 0 82 82 no board insulation, siding finish,wood studs, U- value 0.068 18C1-210:Roof/Ceiling-Roof Joists Between Roof Deck 3047.9 4,441 0 2,436 2,436 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation,White or Light Color Tile, Slate or Concrete,White Metal,White Membrane, R- 21 open cell 112 Ib.spray foam,5.5 inches in 2 x 6 joist cavity, 1 inch on joist, U-value 0.047 22A-pi-c:Floor-Slab on grade, No edge insulation, no 212 6,500 0 0 0 insulation below floor,carpet covering,passive,light dry soil, U_value 0.989 __----_--- Subtotalsfor structure: 23,553 0 20,126 20,126 People: 4 800 920 1,720 Equipment: 920 5,000 5,920 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 138,Summer CFM:72 4,688 2,808 1,336 4,144 Ventilation:Winter CFM:O,Summer CFM:0 0 0 0 0 Total Building Load Totals: 28,241 4,528 27,382 31,910 'Check Fi ui8s 0.419 Total Building Supply CFM: 1,384 CFM Per Square R.: 1 085 Square ft. of Room Area: 3,300 Square ft. Per Ton: Volume (ft,): 33,001 Buildon Loads Total Heating Requl Including Ventilation Air: 28,241 Btuh 28.241 MBH Total Sensible Gain: 27,382 Btuh 86 % Total Latent Gain: 4,528 Btuh 14 % Total Cooling Required Including Ventilation Air: 31,910 Btuh 2.66 Tons(Based On Sensible+Latent) 3.04 Tons(Based On 75%Sensible Capacity) Phi Is an ACOA approved Manual J D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Sunday, December 30, 2018, 7:48 PM Rhvac-Resldential 8 Ught Canmercial HVAC Loads elae eotlware UetrelopmeN' Greener Solutwns Air Schneitleree Reee�ij� Ja ks Ile R 32257 Equipment Data System 1 - System 1 Cooling System Type: Air Source Heat Pump Outdoor Model: 4TWR7036B1 Indoor Model: TAM9A0C36V31 Tradename: TRANE Outdoor Manufacturer: TRANE Description: Air Source Heat Pump AHRI Reference No.: 10093492 Capacity: 37,000 Efficiency: 17.5 SEER Heating System Type: Air Source Heat Pump Model: 4TWR7036B1 Tradename: TRANE Manufacturer: TRANE Description: Air Source Heat Pump Capacity: 33,200 Efficiency: 9.2 HSPF This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:92F,SOWB:78F,WODB:39F, SIDE:7517,SIKH:50%, W IDB:70F,Sen.gain: 27,382 Btuh,Lat.gain:4,528 Btuh,Sen.loss:28,241 Btuh, Entering clg.coil DB:75F, Entering clg.coil WB:62.517, Entering htg.coil DB:70F, Clg. coil TD: 18F, Htg. coil TD:27F, Req.clg.aidlow: 1384 CFM, Req. htg. airflow:951 CFM Sunday, December 30, 2018,748 PM 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Schneidereit Residence Builder Name: Heritage Homes Street: 32010th St Permit ice: v OwState,Zip: Atlantic Beach FL Perk Number: Owner: 32223 m Owner: Brechblll Schneidereit Jurisdiction: x U Design Location: FL,Jacksonville COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in Ne air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air banner shall be sealed. shall he aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of Ne foundation and sill plate shall be sealed. Cavities within comers and heatlers of home walls The junction of We top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed wells shall he installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between windowltloor jambs and framing,and and doors skylights and framing shall he sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall he insulated. Floors The air hander shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation, maintain permanent torted with the underside of above-garage shall decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the lop of all perimeter floor framing members. Exposed earth in unvented crawls aces shall be covered with Where provided indead of floor insulation,insulato Crawl space walls Do p a Class I vapor retarder with overlapping joints taped. shall be pertinently stashed b the aawlspace Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to ezterior or unconditioned s space shall he sealed. Batts in narrow cavities shall be cut W fit,or narrow cavities shall be filled by insulation that on Narrow cavites installation readily contorts to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building Neral envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall W air tight and IC rated. Batt insulation shall be cut neatly to fit around wiring Plumbing and wiring and plumbing in exterior walls,or insulation that on installation readily contorts to available space shall Shower/tub The air barrier installed at exterior walls adjacent b showers and Exterior walls adjacent to showers and tubs shall on exam.r wall tubs shall separate them from the showers and tubs. be insulated. Eledricallphone box o The air banner shall be indalled behind electrical or communication exterior walls boxes or air-seated boxes shall be installed. HVAC register boots HVAC register hoots Nat penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner Nat is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids Mar onr lates and"I" fire spr a.In addition,Inspection of bg wells shall be in accordance wiN the provisions o ICC-000. 121302018 8:25 PM EnergyGauge®USA 6.0.02(Rev.1)-FlsRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit#: Y Job Information Builder: Heritage Homes Community: Lot: NA Address: 320 10th St City: Atlantic Beach State: FL Zip: 32223 Air Leakage Te at Results P must meet either the Performance, Prescriptive orERI Method OPRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rale of not exceeding 7 changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not excon ing.. the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration.su ACH(50) afietl on Form R4W2017-Energy Calc(Performance)or R408-2097(ERI): x000 z 60 + 33000 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans FPASS 0 Code software calculated When ACH(50)is less than 3, Mechanical Ventilation installation Q Field measured and calculated must be verified by building department. R402A.1.2 Testing.Testing shall be conducted in accordance with ANSIIRESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statues.or individuals licensed as set forth in Section 489.105(3xf),(g).or(i)or an approved third pard.A wnften report of the results of the test snail be signed by the party conducting the test and provided to Ihecude official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: but not sealed,beyond the intended weatherstripping or other infltratian 1.Exterior windows and doors,fireplace and stove doors shall be dosed, control measures. 2.Dampers Including exhaust,intake,makeup air,back draft and flue dampers shall be dosed,but not sealed beyond intended infiltration control measures. 3.Interior opera.lt installed at the time of the test,shell be open. C Exterior doors for confinuous ventilation systems and heat recovery ventilators sball be dosed and sealed. 5.Heating and cooling systems,0 installed at the time of the test,shall be tamed off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester. License/Certification#: Issuing Authority: 121302018 8:26:18 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRss2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 4 \ ; 07 ( z � ! ° \ l2 � \ \ i � 2 � g {\ 0 o e � i } ! 66 ( ; { 2 \ % 2 « ! ; ! w a 0 z X003 \ ` k _ � � ! 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DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: SES FOAM EVALUATION SUBJECT: SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION [ICC ICC ICC \ � PMG � ED "2014 Recipient of Prestigious Western States Seismic Policy Council v�irzRIIIIIxn (WSSPQ Award in Excellence" ASubsidiary of M1e 1xar ICC-FS Evaluation Reports are not to be consumed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construedas an endorsement of the subject fthe report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to anyfinding or other matter in this report, or as to any product covered by the report. Copyright a 2019 ICC Evaluation Service, LLC. All rights reserved. ESiceSERVICE Most Widely Accepted and TruSted ICC-ES Evaluation Report ESR-3375 Reissued August 2018 This report is subject to renewal August 2019. www.tcc-es.0rg 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councils DIVISION: 070000—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 General: Section:072100—Thermal Insulation SucrasealTM 0.5 spray foam insulation is a two- REPORT HOLDER: component open call, one-to-one-by-volume spray- applied polyurethane foam system with a nominal density SES FOAM of 0.5 pet (8.0 kgtm'). The insulation's liquid components are supplied in nominally 55-gallon drums, labeled as *A" EVALUATION SUBJECT: component or"B" component. The insulation components have a shelf life of six months when stored in unopened SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: containers at temperatures between 70-F(21-C)and 90°F SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION The attrbutes of the insulation have been verified as conforming to the provisions of ICC 700-2008 Section 1.0 EVALUATION SCOPE 703.2.1.1.1(c) as an air impermeable insulation. Note that 1.1 Compliance with the following codes: dedsions on compliance far those areas rest with the user of this report. The user is advised of the project-specific ■ 2012 and 2009 international Building Code(IBC) provisions that may be contingent upon meeting specific ■ 2012 and 2009 international Residential Codes(IRC) conditions, and the verification of those conditions is outside the scope of this report. These codes or standards ■ 2012 and 2009 International Energy Conservation often provide supplemental information as guidance. Codes(IECC) 3.2 Surface-burning Characteristics: ■ Other Codes(see Section 8.0) At a maximum thickness of 4 inches (102 mm) and a Properties evaluated: nominal density of 0.5 pcf, the insulation has a III ■ Surface-burning characteristics 450 index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM E84. ■ Physical properties Thicknesses for wall cavities and ceiling cavities are not limited when the insulation is covered with a minimum ■ Thermal resistance(R-values) '/,inch-thick (12.7 mm) gypsum board installed in ■ Air permeability accordance with the applicable code. ■ Exterior walls in Types I-IV construction 3.3 Thermal Resistance(R-values): 1.2 Evaluation to the following green standard: The insulation has thermal resistance(R-values)at a mean ■ 2008 ICC 700 National Green Building StandartlTM (ICC temperature of 75°F(24°C)as shown in Table 1. 700-2008) 3.4 Air Permeability: Attributes verified: The insulation, at a minimum thickness of 3 inches (76 mm), is considered air-imperneable in accordance at See Section 3.1 with IRC Section R202, based on testing in accordance 2.0 USES with ASTM E283. Sucraseal— 0.5 spray polyurethane foam plastic insulation 3.5 DC 315 Coating: is used as a nonstructural thermal insulating material in DC 315 Coating is manufactured by International Fireproof buildings of Type I, II, III, IV and V(IBC) construction, and Technology, Inc./Paint to Prated Inc. (ESR-37021, and is in dwellings built under the IRC.The insulation is for use in a water-based intumescent coating supplied in 5-gallon wall cavities and floor/ceiling assemblies, and in attics and (19 L) pails and 55-9311011 (208 L) drums and has a shelf crawl spaces when installed as described in Section 4.4. life of six months when stored in a factory-sealed container Under the IRC, the insulation may be used as air- at temperatures between 50-F(10°C)and 60°F(27°C). impermeable insulation when installed as described in 3.5 Fire FLOE: Section 3.4. SES Foam 0.5 Ib Spray is identical to SucrasealTM 0.5. Whenever SucrasealTM 0.5 is mentioned, FireShello F10E is manufactured by TPR, Corporation the same property applies to SES Foam 0.5 lb Spray. (ESR-3997), and is a water-based coating supplied in /CC-ES Evalua/Ion FeParo-ore nw�o Eemnriwedoe rcPre.rennn8 nea�Fniu ormry oiFerann6urvv norrye<jmllYamresred,norart tM1ry�o 6e cmnsnued �a oneMorsemem ojlM av6/ect oflM rePonaroremmmeMalonJorm use.TM1ere fsrw wormnryby/(T Evalmlian Serv�a.LLG upre'sr or�mPlmd.os �,a manrAwirea.nrin..nn<ram�,reran.nro..manrvredm�eo<e,edar iee reP^n. �� —7— Copp,taQ M18 ICC Evaluation Servica,LLC, NI Nh%reeamed Page 1 of 11 ESR-3375 I Most VIIdely Accepted and Trusfetl Page 2 of 11 5-gallon(19 L)pails and 55-gallon(2081.)drums and has a minimum thickness of 20.0 mils (0.51 mm) wet film shelf life of one year when stored in a factory-sealed thickness 114 mils (0.36 mm) dry film thickness] with a container at temperatures between 45'F (7.2"C) and 90"F minimum application rate of 1.25 gal/100 f?. The coating (35"C). must be applied over the Sucraseal- 0.5 insulation in 4.0 INSTALLATION accordance with the coating manufacturer's published instructions and this report. Surfaces to be coated must be 4.1 General: dry, clean and free of dirt, loose debris and other Sucraseal- 0.5 spray insulation must be installed in substances that could interfere with adhesion of the accordance with the manufacturers published installation coating. The mating is applied in one or more coats with instructions and this report. A copy of the manufacturer's brush,roller or airless spray equipment. published installation instructions must be available at all 4.4 Attics and Crawl Spaces: times on the jobsite dudng installation. 4.4.1 Application with a Prescriptive Ignition Barrier: 4.2 Application: When Sucraseal- 0.5 spray is installed within attics and The insulation is spray-applied at the jobsite using a crawl spaces, where entry is made only for service of volumetric positive displacement pump as identified in the utilities, an ignition barrier must be installed in accordance Sucraseal- 0.5 spray application manual.The insulation with IBC Section 26034.1.6 or IRC Section R316.5.3 or components must be stored at temperatures between R316.5.4, as applicable, except when the installation is in 70°F (21°C) and 90-F (32"C) for several days before accordance with Section 4.4.2 or Section 4.4.3. The application. The insulation must not be used in areas that ignition barrier must be consistent with the requirements have maximum in-service temperatures greater than 180"F for the type of construction required by the applicable (82°C). The insulation must not be used in electrical outlet code, and must be installed in a manner so that the foam or junction boxes or in contact with water (e.g., min, plastic insulation is not exposed. Sucreseal'v 0.5 spray condensation, ice, snow) or soil. The substrate must be insulation at a minimum thickness of 3 inches (76 mm) free of moisture, host or ice, loose scales, rust, oil, grease may be installed in unwanted attics in accordance with or other surface contaminants. The insulation can be 2012 IRC Section R806.5 (2009 IRC Section R806.4), as installed in one pass to the maximum thickness. The applicable. spray-applied foam insulation must be protected from 4.4.2 Application without a Prescriptive Ignition weather during and after installation. Barrier: Where the sprayapplied insulation is installed in 4.3 Thermal Barrier: accordance with this section or Section 4.4.3,the following 4.3.1 Application with a Prescriptive Thermal Barrier: conditions apply. SucraaealT" 0.5 spray insulation must be separated from a) Entry to the attic or crawl space is to sernce utilities, the interior of the building by an approved thermal barrier and no storage is permitted. of '/cinch-thick (12.7 mm) gypsum wallboard or an b) There are no interconnected aftic or crawl space equivalent 15-minute thermal barrier complying with, and areas. installed in accordance with, IBC Section 2603.4 or IRC Section R316.4,as applicable,except when the installation c) Air in the attic or crawl space is not circulated to other is in accordance with Section 4.3.2.Within an attic or crawl parts of the building. space,installation must be in accordance with Section 4.4. d) Attic ventilation is provided when required by IBC 4.3.2 Application without a Prescriptive Thermal Section 1203.2 or IRC Section R806, except when Barrier:The prescriptive 15-minute thermal barrier may be air-impermeable insulation is permitted in unvented omitted when installation is in accordance with this section. attics in accordance with 2012 IRC Section R806.5 or The insulation and coating may be spray-applied to the 2009 IRC Section R806.4. Under-Poor (crawl space) Interior facing of walls and the underside of roof sheathing ventilation is provided when required by IBC Section or roof rafters, and in crawl spaces, and may be left 1203.3 or IRC Section R408.1,as applicable. exposed as an interior finish without a prescribed e) Combustion air is provided in accordance with 15-minute thermal barrier or prescribed ignition barrier Combustion Mechanical is al Code Section 701. when the installation is in accordance with either Sections 4.3.2.1 or 4.3.2.2. In attics, the insulation may be spray-applied to the 4.3.2.1 Application with DC 316 Coating:The thickness underside of roof sheathing or roof rafters, and/or vertical of the foam plastic applied to the underside of roof surfaces, and in crawl spaces the insulation may be spray- sheathing and to vertical wall surfaces must not exceed applied to the underside of Boors and/or vertical surfaces 111/2 inches (292 mm). The foam plastic must be covered as descnbed in this section. The thickness of the foam on all surfaces with DC 315 Coating (ESR-37021 at a plastic applied to the underside of the top of the space minimum thickness of 18.0 mils (0.47 mm) wet film must not exceed 12 inches(305 mm).The thickness of the thickness [12 mils (0.30 mm) dry film thickness] with a foam plastic applied to vertical surfaces must not exceed minimum application rate of 1.12 gal/100 f?. The coating 111/2 inches (292 mm). The foam plastic may be installed must be applied over the Sucraseal- 0.5 insulation in without a covering or coating. The insulation may be accordance with the mating manufacturers published installed in unvented attics in accordance with 2012 IRC instructions and this report. Surfaces to be coated must be Section R808.5 (2009 IRC Section R806.4). The ignition dry, clean and free of dirt, loose debris and other barrier in accordance with IBC Section 2603.4.1.6 or IRC substances that could interfere wth adhesion of the Section R316.5.3 may be omitted. coating. The mating is applied in one or more mats with 4.4.3 Use on Attic Floors: SucrasealTM 0.5 spray brush,roller or airless spray equipment. insulation may be installed exposed at a maximum 4.3.2.2 Application with FireShells F10E:The thickness thickness of 11% inches (292 mm) between joists in attic of the foam plastic applied to the underside of roof floors. The ignition barrier in accordance with IBC Section sheathing and to vertical wall surfaces must not exceed 26034.1.6 or IRC Section R316.5.3 may be omitted. The 102 inches (292 mm). The foam plastic must be covered insulation must be separated from the interior of the on all surfaces with FireShelr F10E (ESR-39971 at a building by an approved thermal banier. ESR4375 I Most Widely Accepted and Trusted Page Sof 11 4.5 Exterior Walls of Type 1,II,III and IV Construction: 6.5 Report of fire propagation testing in accordance with 4.5.1 General:When used on walls of Type I, II, III and IV NFPA 285. exterior wall construction, the SucrasealTM 0.5 spray- 6.6 Engineering evaluation extending NFPA 265 testing applied foam insulation must comply with Section to various exterior wall constructions. 2603.5 of the IBC and this section. The potential heat 7,0 IDENTIFICATION Of Sucresealie 0.5 spray-applied foam insulation is 71 Components the Sucrealie 0.5 spray 466 Btulf?(5.26 MJ/m )per inch of thickness when tested s oce in accordance with NFPA 259. polyurethane foam plastic insulation are identified with Mandd e manufacturers name (SES Foam) and address; 4.5.2 Specific Wall Assemblies: Wall assemblies must the date of manufacture or the lot number;the product be as described in Table 2. trade name(Sucreseal-0.5);the mixing instructions; 5.0 CONDITIONS OF USE the density; the flame-spread and smoke-developed indices; and the evaluation report number (ESR- The SucrasealT" 0.5 spray polyurethane foam plastic 3375). insulation described in this report complies with, or is a International Fireproof Technology, Inc. / Paint to suitable alternative to what is specified in, those codes protect Inc., DC 315 Coating is Labeled with the listed in Section 1.0 of this report, subject to the following manufacturer's name and address;the product name; conditions: the date of manufacture, the shelf life or expiration t 5.1 The insulation must be installed in accordance with date; the manufacturer's instructions for application the manufacturer's published installation instructions, and evaluation report number(ESR-3702). this evaluation report and the applicable code. If there TPR' Corporation Fireshell F10E coatings and are any conflicts between the manufacturer's glazelok 7BX coating is labeletl with the published installation instructions and this report, this report governs. the name and address the product name; the dam of manufacture, the shelf life or expiration 5.2 The insulationmust be separated from the interior of date, the manufacturers instructions for application the building by an approved 15-minute thermal and evaluation report number ESR-3997 . barrier, as described in Section 4.3.1, except when the installation is in accordance with Section 4.3.2. 7.2 The report holder's contact information is the Installation in an stile or crawl space must be as following: described in Section 4.4. SES FOAM 5.3 The insulation must not exceed the thicknesses noted 4008 LOUETTA ROAD,0538 in Sections 3.2,4.3,and 4.4. SPRING,TEXAS 773884405 (713)239-0252 5.4 The insulation must be protected from exposure to the www.sesfoam.com Weather during and after application. 8.0 OTHER CODES 5.5 The insulation must be applied by contractors certified In addition to the codes referenced in Section 1.0, the by SES Foam. products in the report were evaluated for compliance with 5.6 Use of the insulation in areas where the probability of the requirements of the following codes: termite infestation is "very heavy' must be in � 20061ntematlonal Building Code accordance with 2012 IBC Section 2603.9(2009 IBC Section 2603.8)or IRC Section R318.4,as applicable. ■ 20061ntemafional Residential Code 5.7 Jobsite certification and labeling of the insulation must ■ 2006 International Energy Conservation Codes comply with IRC Sections N1101.4 and N1101.4A The products comply with the above mentioned codes as and IECC Sections R303.1.1 and 303.1.1.1, as described in Sections 2.0 through 7.0 of this report, With applicable. revisions as noted below. 5.8 When use is on exterior wall of buildings of Type I, II, as Application with and without a Prescriptive Thermal III or IV construction, construction must be as Barrier: See Section 4.3, except the approved thermal described in Section 4.5 and Table 2. barrier must be installed in accordance with Section 5.9 A vapor retarder must be installed in accordance with R314.4 of the 2006 IRC. the requirements of the applicable code. as Application with a Prescriptive Ignition Barrier: See 6.10 Sucraseal- 0.5 spray polyurethane foam plastic Section 4.4.1, except an ignition barrier must be insulation is produced in St. Louis, Missouri, under a installed in accordance with Section R314.5.3 or quality-control program with inspections by ICC-ES. R314.5 4 of the 2006 IRC. 6.0 EVIDENCE SUBMITTED ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is 6.1 Data in accordance with the ICC-ES Acceptance provided in accordance with Sections 701 and 703 of Criteria for Spray-applied Foam Plastic Insulation the 20061ECC. (AC377), dated April 2016, including reports of tests in accordance with Appendix X of AC377. at Protection against Termites: Sea Section 5.6, except use of the insulation in areas where the probability of 6.2 Reports of room comer fire-testing in accordance with termite infestation tf"very heavy' must be in accordance NFPA 286. with Section 8320.5 of the 2006 IRC. 6.3 Report of air perneance testing in accordance with 0 Jobsite Certification and Labeling: See Section 5.7, ASTM E283. except jobsite certification and labeling must comply 6.4 Report of potential heat testing in accordance with with Sections 102.1.1 and 102.1.1.1, as applicable, of NFPA 259. the 2006 IECC. ESR4376 Most 114delyAccepfadand Trustad Page 4 of 11 TABLE 1—THERMAL RESISTANCE(R-VALUES''') THICKNESS(Inches) MU 1 2 3 3.5 4 5 6 7 6 9 0 12 Feral: finch=264mm,l'Ffl.N =O.17611014m'M 2R-values an entr Man 1 beaetl ur led W tf valvae m wh ole umber.midnessea. 'R-values Greeter Ne^10 are muMee ro the reareetwFale number. TABLE 2—NFPA 288 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS 1–Concrete Mall 2–Concrete Masonry wall Base wall system–Use ei8er 3 deep layer u al20 gauge Type X gypsum wallboard installed on Me interior on side of minimum&a/a Inch 1,2,or 3 tleep minimum 20 gauge Thick aleel`y or spaced a maximum of 24-Inch on center.Lateral seen ng installed minimum every 4 ft.v sultut y or of require.Wall stud ee cavities shall be filled at each floor line with minimum 41b1fl'mineral-fiber ireWafion friction fit Wheaten steel wall dulls. 1–None Resilient Channel–For use 2–Double leg'net-shaped steel resilient channel installed perpeMlcular to the wall studs interior side wth Base Well System 3 above only)and spaced a maximum of 24-Inches on center beMeen steel studs and Type X gypsum wallboard. –Use either 1 or 2 Entire enmeler of W ndow opening to be frametl with restlient channel. Perimeter fire bamer system complying with Section 715.4 of 2012 I Perimeter Fire Boller System BC shall be installed to fill the voitl Me, bshaean the ed! sof the concrete boor slab and the interior surface of the exterior wall assembly, Full wall stud cavity depth or less of Suaaces'--0.5 spray-applied Mem plastic insulation applied using Well Stud Cavity Insulafion exterior gypsum sheathing as the substrate and covering the Wdth of the cavity and the inside of the steel wall stud framing fla s. Exterior stealing–For Base 5/a-Inch thick Type X exterior type gypsum sheathing complying Wth ASTM C1177, Wall Systern 3 above i 1– nynon-cbustible exterior l covering material Exterior Wall Covering–Use 2–Any non-combustible exterior mil covering system with a combustible WRB that has successfully been either 1,2,or 3 3–M in accordance Wit NFPA 285. (ase Note 1 below) 3–Metal Composite Material coa An Mitsubishi Plastic Rey obora America,Inc., els(seer wall panels (see ICC-ES ESR-2853)or Alcoa ArchileGural Products ReynoboM FR 6-mm panels(see ICC-ES ESR- 3435 where Mere is no exterior insulation in the ce ' behiM Ito panels. Flashing of window,door aM As an option,flash around Window,door and other exterior penetrations with limited amounts of maximum otter exterior wall penetrations. 12-inch Woe acrylic,asphalt or butyl-based flashing tape or liquid applied membrane material. For SI: 1 ineb=264 mm;1 00=16.0 kglme. NWB 3:Examorwell wvMrgs shell he matalleel In a=rdanm wilt the manNacumes inalalleem rmlulrements and mum mercy aim Ne applicable plonslans of IBC Chapter 14 and IRC Chiseler 7. ESEiALUATiONaRy"I Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 FBC Supplement Reissued August 2018 This report is subject to renewal August 2019. w Jcc-es.orD 1 (800)423-6587 i (562)699-0543 A Subsidiary of the Intemational Code Councile DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM EVALUATION SUBJECT: SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that SucraSeal 0.5 spray polyurethane foam plastic insulation, recognized in ICC-ES master evaluation report ESR-3375, has also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2014 Florida Building Coda—Budding ■ 2014 Florida Building Code—Residential 2.0 CONCLUSIONS The SucraSeal 0.5 spray polyurethane foam plastic insulation (also known as SES Foam 0.5 Ib Spray), described in Sections 2.0 through 7.0 of the master evaluation report ESR-3375, complies with the Florida Building Coda—Budding and the Florida Building Code—Residential, provided the design and installation are in accordance with the 2012 International Building Codes (IBC) and 2012 International Residential Code® (IRC) provisions nmed in the master report under the following condition:. Installation must meet the requirements of Sections 1403.8 and 2603.9 of the Florida Building Code—Building and Sections R318.7 and R318.8 of the Florida Building Code—Rasideri as applicable. Use of Sucraseal 0.51SES Foam 0.5 to spray-applied polyurethane foam plastic insulation has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code--Building and the Florida Building Code—Residential. For products falling under Florida Rule 9N-3,verification that the report holder's quality-assurance program is audited by a quality-assurance entity, approved by the Flonda Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity(or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued August 2018. ICC-ESEwlmnon R"ru orerml roEe mnatmedav"Pmenunr—rhellerplow worry oAer nnEuree rror+px'fmllyaddresud.nororerMyroEe mn9rued e„dereemem Arhe.ngenoJrM resnmm�re .ewneenfor n,.,,e.mere r,.�..nrronyey2c Evulrmrun sererre.EEc,epre„e.r.M�ee,m ro wY/InalnBaronVer.wuer m rAu reper,arm w orryprW¢r�orem/6Y�M1e reEnn. Copyd,htO 2e1a ICC Evelueaon Si LLC. NI ryMs reserved. Pegg a of 11 ESEVAUATIONSERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR®Supplement Reissued August 2018 This report is subject to renewal August 2019. www.Cc-es.orig 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Councils DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM EVALUATION SUBJECT: SUCRASEALI' 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR® Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: ■ Thermal resistance • Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions am from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid,semi-rigid.flexible,or loose-fill forth. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured(as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include,but are not limited to polyurethane,polyisocyanurate, phenolic, and cementitious insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR"program, Imperial units will only be accepted[(h-e-*F)/Btu). Smoke-Development Index:The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. KC-LSp nmenl n�kavbe Mreamnre rep,_f_lMluaeoTM1ereol�on_,b,1CYt%irr,buiesII rvIre.LLC'.eyreu or�"mPlled os � � roaryjn9reor allurrmlcenn lhLr r+W wnm loanYP^rdnR ro rrdb,or reP�n. a.m Copyright®2018 ICC Evaluation Server,LLC. MrigMs reserved. Paeaao it ESR-3375 I Most Widely Accepted and Trusted Page 7 of 11 Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375,based upon testing. 3.5 Installation: 3.5.1 General:The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0(as applicable)of ESR-3375.The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: 'F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves,coveralls,apron and boots as necessary to prevent contact of liquid components or parfially-cured SPF with skin.When handling liquid components,gloves should be made of nitrile, neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application,eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation,respiratory protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators (PAPR), or supplied-air respirators(SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions,which state the following: "G.RE-ENTRY SucrasealTM 0.5 reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and reentry may occur at that time." 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications: above-grade wall, below-grade well,vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report,reissued August 2018. ESR-3375 I Most Mdely Accepted and Trested Page 8 0(11 0 0o O 0000 oo opO000 oo °00000000pOuoo°°OO 00000DooO °O°°000�p0°00 OO�p°O�QO°°00°pOOOOO Oo°O°o0 ODoo00 000° OOo00° OOOOQO Opo DO° OOO OpoO °0O O 0°000 X00°°00 IntMa Par58pn OQOODpO 0000°00 Inlenm Finished Suit 00 ° °000 (112-Inds Sheebock) 0 0O0oo0°0 °ooO o 0000 0O° m oO0o o90 USES Fm. 0.6 bSp SES Foam 0.51b Spray o°000000 00°0000 ExWlur Sheattsng o° °°0000 9uLRASEaLTM0.5 ggpyE CaSRDE WFLL INSUI MN SES 05-1 081910 SESFO 05LBBP y ESR-3375 Most Widely Accepted and Trusted Pagesofll v0 MeemryalwM �00 panni sne vo41 Taa•&Ws Bup1A4N^'o 9E6Fbme5n�y SUCNASEALTM 05 BELOW GRADE WALL INSULATION SES OS2 SES FOP 0.5 LBS RAV Insulaticn on Interim Side of War) WPJiC Baffle to provide air space between Thermal insulation and roof 7 Bartiar, deck. (as requiredl by local oode) 21 I / SUCRA$EAL 0.5 or SES Foam 0.5 lb Spray Vented Som 'Ahem attic entry is for Me SE$Foam 0.5 lb Spray service of u61Nas only,Metmal and igniton barrier on Me attic side of Me spray foam surface may be omided. SBUEBCP.9aFAL 50Sla VENTED ATTIC:F=R I SOFFIT SEB OS3 OS- FMM n ESR-3375I Most Widely Accepted and Trusted Page 10 of 11 Sub600r SUCRASEAOO.5or SES Fosin 0.511,Spray Heade .o.o. / Sill Joist Floor Cross Section Thermal Banner' (as required by E Grade local Code) 6'Mn Footer` Vapor Barrier "Isere Crswlswre entry is for 0» ! service of utilities ony,thermal v r.' `.; and igriton bamer on Me Cran<space side of the spray foam surface may be omiaed. SUCRASEn1. 0.5 CRAWLSPACE:VENTED SES OS< 063914 SES FOAM 05185PRAT Subfloor liaatler Sill Jo9 covo ..... Thermal flamer' (as required by Exterior Grade local code) SUL 0.5ar SESS Foam Foam 0.511,bSpray T Footer-` o'Min Vapor Sorrier 'Where crewlspece entry la for the service of utilities only.It ermal and igniton barrier on th crai ispxe side of the spray form surface may be omitted. sUGRAsFAL OS CAA LSPACE'.UNVENTED SES 05-5 054914 SES FOAM 05 LB sPMY ESR-3375 Most Widely Accepted and Twted Psge11of11 NOW In cola almatas,embed metal eonna9a olatea m Spray team m pmvam wiamraime m rranaamn. SUCRASEAL" 0.5 or SES Foam 0.5 lb Spray Roof Sheathing Truss Top Cordl °% Rafter ^ TM1ermelBamar- (as raaerad by Neel male) � Nda:Lace builtling rode may Is Ire dlaate da repro retarder N mid tlima8m"r . sary. f awdW,y ie,I'm Celllrg I Wl Id,a earner rce m nue qtly, a son as reeulred by tical butltlirg code. ane Ien�bamer mare the oma ads may tMapmyfoam wrtace may be dnitteE. SUCRASEAL 0.5 UNVENTED ATTIC I INSUTAMD RODF DECK SES 054 MM11 SES FOM1 n5 LB SPRAY SUCRASF LN 0.5 or 000 p0 SES Foam 0.5 lb Spray O O O to specified allCl:neSS. OD0 0 000 Rod Sheathing000000 CO O O Rdler p0 00 _Thermal 6amsr as O l,a W byrode. may Tire Ime bmilaN cane may require the inadd or n of si vapor Carver in tale dimers SUCBASEAL 0.5 CATHEDMLCEILING SES 054 SES FOAM D 5 t SPMT 064914 Olf i.S o ewn..aemr aloneauaw aogan sq.amn. vnmad Alpine,an ITW Company moea.avwmar.omua auaaroremast ee.err�uargme ary�na ekcVknfc 6750 Forum Drive,Sute 305 19 Orlando,FL 32821 �`Pµ ALPINE Pbane:(800)755b001 wnw.alpineitw.com �\ o`�CENS�> j coq 40 278 i 3.�!• 01/08/2019 "070°x' OFFICE COPY STATE OF � �a ••FCOpt10�•• ,off.'•.......-.. Ss ON.41aq Site Information:_ Customer GI ckl 88, B ld 6513788 Job Description: (HERITAGE HOMES)32010TH ST. Adc DWAL CTY ATLANTIC BEACH FL Design Code: FBC 2017 RESView Version: FBC 2017 RES JRef#: 1WHL93530004 W StandardASCE 7-10 Roof Loetl(ptl0: 20.00-7.00-0.00-10.00 4ifind Speed(,Ph): 130 Flow Loetl : None This package contains general notes pages,30 truss drawing(s)and 0 detail(s). 700B,19.11M.54350 9.1154.30653 H60 2 008.19.7154.32103 H61 9.1154.33410 H62 4 008.19.1154.34803 H63 9.1154.36453 H64 6 008.79.1154.38760 H65 M 19 1154 42317 H66 8 WO 19 1154 43837 H87 9.1154.45123 H68 10 008.19.7154.46303 J69 9.1154.47440 J70 12 008.19.1154.48503 J71 2 PLY 9.1154.49750 J72 14 T08 19 1164 50967 J73 9.1154.52183 K74 16 008.19.1154.53220 K75 19.11M.54350 J762 PLY 18 008.19.7154.55433 EJ77 19 008.19.1154.56543 EJ78 20 008.19.1154.57553 EJ79 21 008.19.1154.58583 EJ80 22 008.19.1754.59600 HJ81 23 008.19.1155.00577 HJ82 24 008.19.1155.01643 HJ83 25 008.19.1155.02677 HJ84 26 008.19.1155.03783 CJ85 27 W8 19 1155 07347 CJ86 28 008.19.1155.08573 GJ87 2g 008.19.1155.09620 CJ88 30 008.19.1155.12923 CJ89 Florida Ccrtncate of Produol Approval#FL1999 Printed 1/82019 11:55:22M mo ( 2 j = G o | al1313 ' > Cfe . l3 f 0 E � ` § �t � [ ! ! (! | n | g 2 ; moi > / 42 \ ) ® | a GenerarNotes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verity the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19%and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or Floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters 83, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM At 063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orc. OFFICE COPY Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL= Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)= maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL= additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT= additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. - R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh= maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)=maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 1e Street, NW, Suite 800,Washington, DC 20036; www.afandoa.orc. 2. ICC: International Code Council; www.iccsafe.ora. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www loinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719;www.sbcindustrV.co Page 2 of 2 BEGIN 7W35 TH SPEC Pry: 1 JOb Number 6513188 Cust R9353 JRef: 1WHL935119CM F1i0M:TPA Dry: 1 (HERITAGE HOMES WO 10TH ST. pwNa: 00819AIS4.30553 Trans;Label: HIM / BPF 01/C8/N19 14'10'6 IpP 5' S' <Y0'6 I'ta6 -ax6 T 0 12 6 � a2%4 r2rF4 w A ®ax0 lull G o 1113%6(E3) 197 m 94" ' m Iva. Loading CrlMrat ox0 'Wntl CrNehe Snow Cheadle hg.Pf In PSFI Deri Criteria A Maxlmum ReaMbn.(Ibe) TCLL. 2000 Wintl Srd: ASCE]-10 Pg:NA CL NA CAT'. PP Defledon In Ioc Udell LM GmvdY Non-Gravity TCDL: 7.00 Speed: 130 mph Pf NA Ce:NA VERITULt 0039 B 998 240 Loc R+ IR- IRh /Rw /U IRL BOLL: 0.00 Frontiers:Closed Lu:NA Cs:NA VERT(Cy: 0.0]3 B 999 180 A ]4] 1 A /392 218 1148 BCDL: 1000 Risk Category.Il Snow Duration'.NA HORZ(LL). 0.020 B - - G ]4] I- I- /388 218 I- EP'D Krt NA HORZ L 0 - - Wind reaclions based on MFRS Dee Ltl 3J 00 (T 1:03] B NCBCLL'1000 �n Ra III 4Coldl CrMl Creep Factor'.2.0 A Big Width=5eq 5 Mm R =1.5 TCDL'.40 t G Bg Width=- Mm Req=- Load 200 BCDL 5.0 pst TPI Id 2 4 2017 RES Max TC CSI: 0370 Bearing A is a rigid surface. Lmtl Dum8on:1.25 MFRS Parallel Dist N2 to h TPI Sitl'. 2014 Men BC CSI. 0426 Membem not listed have farces less than 3750 Spacing:24.0" C&C Dist a:a 00 R Rep Fac'.Yes Max Web CSI:0 BSB Maximum Top Chord Fomes Per Pty(Iles) Lac.from a dwall.not In 9.00 it F1`RT.20(0p5(2) Clads Tens Comp, Chords Tens. Comp, GCpl:0.18 Plate Typa(sJ. Wind Duration:133 WAVE I MEWVer'.110302B.0123.11 A-B 109-152] D-E 47 -901 Lumber B-C 598-11]5 E-F 560 -1139 C-D 47 -906 F-G; 852 -1347 Top Mod 2x4 BE 02 But Mod 2x4 SP SS Dame Webs 2x4 SP A3 Maximum But Chod Forces Per Ply(Ibs) :M Sister 2x4 SP 03:BLOCK LENGTH= 1500 Under Tens Cohn, Chords Tens. Comp_ Rt Slider 2x4 SP 03:BLOCK LENGTH 1,500 A-H 1026 -465 H-G 983 -442 Wend Wind loads based on MFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. ACEIUOnaI Not. D-H 526 -218 Remato General Notes for additional in ormation HourNNMQv0 M H. o.Boa 1 �* � F t,aat, SAT O ;.Q s S<............ ��4 COA ONA MtIP^ \ 01/082019 —WARNING" READ AND FOLLOWALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusts' ! Qxtreme rem In hbrimgn haodfmpa shepo n Wish sad braon Refer to and follow the Isles( Mi r of SCSI(Building Compon en�5afery mfonnauon,bMy TPI an�SBCA)ro15aro1py BiacM1ces p�ior to peonon g theseand fi llo Installers s�nalOvide tempora _ aracin SCSI.unless ngtetl oMerwise,top cM1pd shall M13ve UUroppee ttvv anachetltl$mcW ml sneatM1ln d bottorr00 CCnoN;dlall ppa p �r y tlach�8r tl Iln Lorahons sryo�.n rod ermine IIaM21 rea5sr31nibi webs sllel�have brach ns91led r�nSl bons pia/ oror�10 asagelra ply eat sl ach facQ o�iruss ani posnlon sown above and on ire Join�oela�ls, un�e I1teoMenwse. Refer t0' ALPINE drawings 180A-Z pior s�andar8pelate povtions. AlpI- a division of ITW BU'la'In9[[ ponenis Grout/In sM1all nig(be res onsiple dor any MviaxOn bora mIs dler�w $,a�1X foiwre abma the I ih cent rtnapce w1lM1 ANJI/IPCl or forhandlirlastippiny, iallad8n ntl brawny p/(ruse¢sit ysal On y paq 5]SO Foram Dme �Intln th19088 In �I�q^caatt lana f ieaslonaf B""ggrag¢QO OnSlbilil1vvS rely firths tleal ahOWn. Th¢ SalWblllly SON305 d $se fr[1"ilI ng(or any a�mcture is�he responal811rry of ter �u�tll�ig Desighar par ANSIRPI1 Sgc.3. Ore.eo FL,32021 SEON:734039 T34 COMN Ply: 1 JOU NumMr. 8513188 Cull R9353 JRef: IWHL935300i Acks TPP Ory: 5 (HERITAGE HOMES132010TH ST. Onatto OOB.18.11N32103 Tmu Labi Him / BAF 01,088019 flag PP 14'1's 1P6' a'Ia9 4Yaa a'1va fto'B -41 12 �4 p 4 � a2G AE F 3 R yB pF IIIl F G man' 12%E(a�3) ®GMs =1W(E3)a) W 1P4 ) P4' _ P4' HPP lot- IJS, 5 1Sa' Loading CMede lm0 VAnd Cr ft Snow Critma(Pull in Pi DaMCSI Critefk A Maintains Reeclil(lb6) TOLL: 2000. Wird SW. ASCE]-10 Pg:NA CL NA CAT:NA PPDefI tionin beUdeg VR Goal Non-Gravely TCDL'. 7.00 Speed 130 mph Pf NA Ce:NA VERT(LL)'. 0.032 H 999 240 La R• /R- IRh /Rw IU IRL BCLL: 0.00 Endo sure:Cloead Lu'.NA Cs:NA VERTICAL): 0.081 H 999 180 A 738 /- u /385 1215 /144 BCDL 1000 Risk Category:11 Snow Du mBon:NA HORZ(LL): 0.015 H - - G 738 6 I- 1305 1215 P UP D 1W NA HORZ L: 0makers.029 H - - Wind makers basetl on MWFRS Des Ld: 3].00 Mean Height 2544fl � ) p B WitlM=- MInR NCBCLL'. 10.00 TCDL:4.0 psi CadMAa e I fill CIfCreep Fact.10 m ed=- SOgIC 2.00 BCDL S.0of BWg Cade: FBC 201]RES Max TC CSI: 0.294 G B,Width=- Min Rep=- p TPI SW'. 2014 Max EC LSI: 0.988 Members nM listed have forces less Man 3759 Load Dure5m:135 MFRS Parallel DIM'Ing!to h Maximum Top Chond Forces Per Pty goal Spacing'.24.0CBC Dist a:3008 Rep Fac:Yes Manx Web CSI: 0.566 Chords Tens.Comp. Chords Tens, Comp. Locfrom unpaved.not In 9.00 R FTART20(0)15(2) GCpi:a.1B Plate Type(51'. A-B 690 -1359 D-E 468 -079 Wind bond. 1,33 WAVE VIEW Ver.17.02048.0123.11 B-C 5171 -1119 E-F 572 -1119 -- - C-D 460 -879 F-G 689 -1389 Lumber Top chord 20 SP 12 Maximum Bol Chord Fortes Per Ply(fibs) Bot chord 2x4 SP 94 Chords Tens Camp Chards Time Comp. Webs 2x4 SP 93 — :LtSlider 2x4SP93:BLOCK LENGTH= 1.500' A-H 957 -431 H.G 961 -435 :Rt Slider 2x4 SP 93'.BLOCK LENGTH= 151 Hangers I Ties Maximum Web Forces Per Ply(lbs) (J)Hanger Support Real by others Webs Tens.Comp. D-H 501 -209 Wind Wind load.based an MWFRS wird Goodall CBC memberdesign. Additional Nmee Refer to General Notes for additional informationper +;,"�,"1ra lunNMbmUr t v'•e-e EwSF o. OS t * •L S AT 0 ;'QE Owl CoA FS /0 AL' w myosnoly "WARNING^ READ AND FOLLOWALL NOTES ON THIS DRAWING' `9MPORTANi FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses res re Whemp care Info lin In Iln eM1i 991 falling and bracing. Refer to no fall the latest edition of SCSI(Building Gal In lnfOrmdiwn, Fen�'Sf�CA)fB'r sae piadicespior to performing these unctions Installers Shall provide tempora amtl0 1fb$I Unpssn I¢d O111aIWI5e,tOp CM1OItl eM1dl ndMY eft dbdCM1ed structural ahealhln and patron pM1OM Stldll hal pro fly Kachedri tlal Locations sM1 n% ermane trate al repsbm�i txl webs shall have lr an Q51plieduPar BC5I sedlans B3,13a/ or�10. as sppnwl�ie ppptY qdi tO,,r,hiw Pmine and posdiion as shown above and on m dam Calls, less noted oMerwlse. Rekr to ALPINE al"ON gll 100A-Z for standard plate positions. Alpine a division of lTW BuJ1pc docents Grppp Ir%shol not be re4 ns Nef any deviation from this�dWin a0y failure to build the µ Iloss lh t0n dpce Wi111A�J1lI PICS fol handl p�enlUpin , inalldtlppnadOtl bmGnp gl lNssesA seal on 11115 tlmawldV OrpwB ypdy WSp Forum Odv¢ lnin 881s1roQ�orrlraamm In mixing for ylance Ot YfOmap t "gfine tln panafb l'dl solell for ry al n IIOWn. Th WbiIity Stile ace � L of[M1i gfor any slmtlureia Pne reeponedbiflry of the�uilEing DesigrlerpeYANSF?aPtl 3bc. . FormmreinkmuWnsee tNYOEs rcrel role¢ PINE'.caner m',TPI vwx m:SeCF: cin ul mmI ICCOmahas FL,32021 $EDN:734046 TJO SPEC Ply: 1 Job Number. fS1318B Cast:RIMS JRe1: IMI-93530i PROM:TPP Dry: 4 (HERITAGE HOMES pID LOTH ST. Dri 006.19.1154.33410 TwsLabel: H62 I BAF 01M2019 a'Id8 � PP � 145b F 199"1�'QY' 4'1P'9 L'1O'8 088 I'4Y 44 x8 T D e � aNr4 e2�1 ti 0]B 1113xFD y �xBI 11 rats]' ez]x41E3) ssw hi NW Bfk N2 5 d" Loading Cherie(PCO Wind Criteria Snow eria Snow Crlle (Pg,P,n PSF) DeNMeda CSI C ♦Maximum Reactions(Il TCLL: 20.00 Wintl SM ASCE 7-10 Pg:NA a NA CAT:NA PP Deflection in Ira LMafl LM` Gi NorvGravity TCDL'. 7.00 Speed 130 mph Pi:NA Ce:NA VERT(-L): 0.121 E 999 240 Loc R. I R- /Rh I Rw I u I RL BOLL: 0.00 Entlosims Closed Lu:NA CeNA VERT(CL): 0.228 E 999 180 A 720 I- A 1378 1210 /144 BCDL 10.00 Risk Category:11 Snow Duration:NA HORZ(Lq. 0070F - - H 730 A l- aZ R13 P Des Loi' 37.00 EXP'D KrtNA HORZ(T ): 0.148 F - Wind reactions baeetl on MWFRS NCBCLL:10.00 Mean Heigh:25.44 fl TCDL: 0pa1 Code l MiOral Creep Factor:20 A BNWidth=- Min Req SOIBL 200 BLDG =- - . .55Bi.0 psi BCarl FEC 2017 RES Mex TL H Brg WHib=- Min Req= LSI: 0.018 Members not Ilstetl have forces kss Nan 3759 Load Dumbon:135 MWFRS Parallel Dist N2 to h TPI Std: 2014 Max BC 951: 0.909 Maximum Top CM1om Fortes Per Pty Qbs) Spacing:24d CSC Dist a:3 00 ft Rep Fac Yes MCIWeb CSI: 0.581 Chords T Topns Cha Fames P Tons. Comp. Loc,from anal not in 9 a9 fl FTIRT20(0)/5(2) GCPi:0.18 Plate Typids): A-B 680-1302 D-E aft -815 Wind Duration:1.33 WAVE WEWVer:1]02.02B 0123.11 B-C 551 -1812 E-F 515 -1013 Lumber — C-D 440 -831 Top chord 2x4 SP 92 Maximum Bat Chord Forces Per Ply Has) Bat chord 2x4 SP 92 Webs 2x4 SP W4 2,,6 SP 92: Chorda Tens.Corl Chords To.. Comp. Lt Slider 2x4 SP 93:BLOCK LENGTH= 1.500' A-J S20 423 J I 826 -375 Fishing Nates ('j 1 plates)require special positioning.Roper to Maximum Wob Farces Per Pty BbE) scaled plate plot derails for speual positioning Webb Tens Carol Webs Tens. Comp. requsements. D-J 154 -17 F-I 364 -620 Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads fl' tlon MWFRS wird additional ow 4 mbionalCSC W emerds bas. 'ham Additional Nolea \y+�jGE•eSF R��`y Refer W General Notes for additional inform ition 4r o. 08 1 moi. s 7 O c A 1 rf•�w . a I, A 8 ONAL o 01/082019 •'WARNING'• READ AND FOLLOWALL NOTES ON THIS DRAWINGI ^IMPORTANP' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa satin M1 dlin shit 99 Lalling and bran Refer to d follow the latest Edison of BCSI Build, Componenl5 Lary lntormauon,bbsvTPI an�'SL CA)�i sae plectices prior to pe�orgm- g measy Clone tillers shall UUronde to po a _ amcin�f? BL�SI unless ngtetl oA sa,top chord shall have oproped allacnep s ruqur Cab in d Bono nom stlall pa pro 1mcM1 Al c Ilnyy� Lowbons sp n for ermanent lateral reSsrslnt�f webs sM1al'hili ban ��lletl r 66'gSl bons B9,4� or�1r as apin calm �Sptl I Les tc each�e o�Buss antl positron hown above and on IFe Join�(Jelai�b, ung te�otherwlse. For to ALPINE tlmwmgs 16OA-Z for s�andard plate positions. AI 'ne.adiy" nonTw Byln ompongotana�I^pinC.Shan nOtcerea nsible forany deviation o-omm'IstlraWI00.dM'lol'urel0 bpudme A In`or1prmdn^i^IIM1N IIP �,o! yluppin sta dt,�O°dOd bmGn of bp8488A ae6 an1hh�lcE E�3 �1f eBp 6750 Forum Drive Ilnb n.N tl Ci�a1es oo11aa Ce Of Yrol¢ESIOn F toe ren paneFb lM gN iortM1eF s�'pn M1OL�rI. rSPlr u1�11ilily Suite 3W tl Ea of th a wing br ariysWiturour aresmaneiblllry tt11 �uiltling Designer De(AN51?P 1tlec. . OCando FL,32821 Polnwe'nlunutim sre lNs erzlnNes aM Pese weL urea: FLPINF.rrvr maPl:wwn' :aBCP'. wnw.aOunNe uxn ILC w.rw.ivsNea SEGN:7340.52 Tat SPEC Ry'. 1 JOE NumM: 6513188 Co.:R9153 JRef 1ValILB3530W1 FROM;TPA Ory: 1 (HERITAGEHGMES)32010TH ST. DmNo: C[8.18.1154.31903 Trvn Lase. HSI I BAF simple 5' tri "a'e1P5' s i s 'F a'ce A., -4xa T D 5 tz yW � 02L E 4 C 1 630. FO 1 J B W =R81 tl •51(5 IIHIXi10(11) —far, 4 1P &P¢ F iP F 18'1'5 LaI•a YB's" Loadin Craters(W Wnd CNterla Snow Croons 1p9mn PSFI I D&IIKSI Criade A Maximum Reactions(Iles) TCLL'. 2000 WM Sb: ASCE 7-10 Pg:NA Ci:NA CATN PP Deflection in be t/defi Use Gravies Nw-Gmvdy TCDD ]W Speed: 130 mph Fit.NA Ce'.NA VERT(LL): 0.124 E 999 240 Loc R+ IR- 1Rh IRw /U /RL BCLL: 000 Exposure'.Cbsetl Lu:NA Cs:NA VERT(CL): 0235E 886 180 A 730 /- I- M86 1163 1147 BCDL: 10.00 Risk Category:11 Snow Dur gon'.NA HORZ(I-Q. 0.078 F - - H 739 l- I- 1381 1165 1- Deal-J37 00 UP:D Kat NA –. HORZ(TL):0.148 F - Wind reactions basetl on MWFRS NCBCLL 1000 Mean Heigh:25.3]fl Coda/Misr CNhtla Creep Factor 2.0 A BMWath=55 Men Rei 15 Soft: 2.00 TCDL 4.0 psf BCDL 5 0 psf Bfg Code: FBC2017 RES Max TC CSI: 0841 H Big Width=- Me,Req=- . Load Duration:1.25 MWFRS Parallel Dist h b 2M1 TPI SM'. 2014 Max BC CSI: 0 888 Bearing A is a rigid surface. Members not p Ch have fomes less than 375tl Speolg:24.0" CSC Dist a:3 00 iefl Rep Fac Yes Max Web CSI: 0858 Maximum TopChemForcesCha Per Pty nos) Lac.floGCPI 018 in 9.00 ft FTIRT:TO(0)IS(T) Chords Tens.Comp. CM1aMs Tens, Camp. GCpo : 1, WAVPki Type(s): Wed Duration:1.33 WAVE,HS VIEW Va'.17,02.02B.0123 11 A-B 1081 -1450 D 449 -634 Lumber -- B-C 4 E-F 522 -1030 453 -85 c-D v -e 4 Top chord Tx4 SP But chord SS 2x4 SP SS Dense B2 2x/SP tl2: Migimum Bad CboN Forces Par Pty(Ibs1 Wells 2x4 SP#3 W4 2x8 SP tlT: Li Sutler 2t,4 SP 93'.BLOCK LENGTH= 1500' Choles Tena Comp. Chords Tens Comp. PINIng Notes A-J 583 -452 J-1 840 -380 I—)-TMs plate wogs for EMIT ping wvered. Maximum Web Per Ply(Ida) Mind Webss TTens Comomb Weds Tens. Camp. Wind loads based on MWFRS with additional CSC D-J all -183 F-I 367 -630 memterdesgn. Additional Notes Rather fo General Notes for additional information wrL111r I'm,", Sy\J,�JOE SF•.�' 3. o. 08 1 y S T 0 4 .4 .....!..NG�t' COANA� 01/082019 –WARNING" READ AND FOLLOWALL NOTES ON THIS DRAWING' ^IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS musses re -re extreme care In la to h lin 5hiy�fI9�� tailing antl bracin Refer to and follow a latest ea6 n of BCSI(Building container safety bfomwaon,E vlean8's�cn)r$;sa wp2Cices prior to Palo ming these r�lnctioxa tillers sllelpprovme bmpo a� or,, SCSI Unless notal o�helwlse,fop chpN shall hire yroperly anachl ftcluml sheat and bottom chord;M1all have a props ag gGl B'id ld lin OLaE0055p OIOP! manent gt¢ral reasrml of weE69bellhav b2rinq nlallg 1BC5815¢CnllOns B3,B] or 910Y pplra� -Zp 1y y tes to eacn"ia iceuss and positron shown above and pn tefie Jog Details, �1g note tnelwlse. Refer to ALPINE Al arawulgs tfiOA-Z fgr s�andard plate positions. AI 'n¢.adi " npi ITWB Idd11 CCmpon nttss Grpy In sM1all npt ppae res nsiEle foranytleviation bom tills ap toilure abuild be pp�gsm g6� rmance l^b��SIPrPI 1,or�rh Ogl�o�si nstallat,fn�antl groan o/Wso sA Ion �e dieHwlX pa9 67w Formm Onve lisbn t�L 8 tlicates repprMo ce of Yio1'ess�naP Ia ren Ie@pone�Eil'dve �prbe ass" n bow$n. itis sui�b81 Stills 305 us antl use of this�iawin9 brany sVa to.NOle responaiElS(ny ft5{I �u ltlmg Desigdar pe(AN51?PI1 c.tlL. ry Odndo FL,32821 Fwmere'nlumeOm sre lniw emindee . l0neweE elba:ALPIXP.¢wx mn iPl:mrx ;aBG;wew.eLdnSun c m;ICG'. caw. SEON:734076 T53 HIPS Ply t JOa NumESr: 0513108 Cud:R9353 JRH: INML93.R✓d081 FROM:TPP Ory: 1 (HERITAGE HOMES f32)1DTH ST. Draft, 0%.181154.36453 Tm4Y Label: H64 I BAF I nL9/1019 �YB 19Y 3 <C' Y It 15Y6 1YVR 1d,' 4'lY � a'1P9 �4 TIIl B •Ea d,4 F a>!::4 p T sake it ions, Tl B T EsxNAtt nlsz4 =ales ..to aid J1 19Y -1'11'11} g 1'tp4 = 1Pitl 1Yp13 5" Loading Criteria lad) MM CNtrl Snow CHhda(Pori in PSFI DBMOSI Criteria A Maximum Reactions QW) TCLL: 2000. Wind Sid: ASCE 7-10 Pg:NA CL NA CAT:NA PP Deflection In lot UMM LM` Great, Nor,Gravity TCDL 7.00 Speed: 130 mph Pf.NA Ce:NA VERT(LL): 0.117G 999 240 Lac R4 /R- /Rh IRw /U /RL BCLL 000 Enclosure:Closed Lu:NA C. NA VERT(CL): 0.216 G 999180 B 854 I- /- 1504 It% M65 BCDL 1000 Risk Category.11 Snow Duretion:NA HORZ(LL): 0.0]5 H - - J ]2] I- d /368 1158 /- Des LQ 3].00 EXP:D K]t NA HORZ(TL): 0.138 H - - Wind ma dbas based 0n MWFRS NCBCLL 10.00 Mean Height:24.60 ft Code/Mae OtlteM Creep Facto[2.0 B Brg Width=5.5 Min Req= 15 TCDL 4.0 of J Brg Will Mb Resi Solfit'. 200 BCDL 5 0 psf Bbg COde'. FBC 201]RES Max TC CSI: 0.810 Bearing B is a rigid wdace. Wad Duretbn:125 MWFRS Parallel Dist.h m 2h TPI SfU: 2014 Max BC CSI: 0.]BB Members not listed have forces Was Nan 375# Sparing'.240" CBC Out a:300It Rep Fac Yes Merz Web C31: 0382 Maximum TW Chord Fomee Per Pty go) Lmfrom entlwall:not in 9.00 R FTIRT.20(0)I5(2) Chords Tens.Coal Cords Tens. Comp, GCpi:0.10 Plate Type(s): Wind Duration:133 WAVE VIEW Ver 17,0202B.0123.11 B-C 541 -4134 E-F 460 -713 - C-D 550-108] F-G 462 -832 Lumbi D-E 469 -6]0 G-H 528 -Saw Top chord 2x4 SP#2:T1 2x6 SP#2 BORATE-TRID Bat chord 2x4 SP#2 Webs 20 SP#3 VII 2x8 SP 92'. Maximum But Chord Fomaa Per Ply(Io) Chord. Tena.Comp. Chord. Tens. Comp. Pating Noted, B-N 905 -438 M-L M -283 ('I1 plate(3)require spedal positioning.Refer to N-M 921 -437 L K 810 -390 stated plate plot details far special positioning requirements. Maximum Web Forces Per Ply(Iol PUmOY WBQS Ten3.COmp. In lieu of structural panels or rigid ceiling use purlins H-K 3% -611 W laterally brace chords as follows: Chord Sprobil m¢) Seri Erl TC 24 9.00 1100 at Apply OCiunless sto hownchords otherse se aboVew fillers VON � W carp aa��plUNrtllWp //,�.. Hangem/Ties �F` •L�O (J)Hanger Support Required,by others mm Wind loads based on MWFRS with addbionel CBC O. Og member design. Additional Notes Refer to General Notes for additional information Aj. s T 0 •Q COA Rg ONAL of/08nol9 'WARNING' READ AND FOLLOWALL NOTES ON THIS DRAWING(. ^IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rFrn ee extreme care In fabricating,haCdAll all stalling and brawn Refer to and follow the la est edition of SCSI(Building Compone 2 rylnformation b TPI an n 59 )�r �ety piacllcespnnortoperho ngtheselunctons Installer hall provide tambour _ 0201 BCS(.Unless noted oytherwi lop chore shall M1ave pro 11vy nachetl st aur sheat0iny d bon $ d shall have a pro nath�re id ceillng� Location shown orV moment lateral resstr of f webs shall $ talledu oBCSgI s clona S3.B7 or�e as aRA.I Add Iat to each face Ol truss and position shown above and on the Join�IJelalls, Bless notedP therwise. Refer to ALPINE NEdrawings 16 -Z far s�ndard plate positions. Alpine,a0ivisbn of lTW Builtlin Components Grou In shall nit bete ons le for,any deviation from Nistlrawi a hiluretebuild the truss in conformance with ANSI PI 1,or for ha OIirP Sn'i n0 ,Medullas an o brawn ofMuni sal 0n hls�r0as r� pa 6750 Forum Drsd liatln this r win Inddica[0s ecceomaaa Ce OF a" BO Iq nngg q resy o spb if%tv80101 �orffnn tl ho . The suitbbility Butte 305 and �se 0�t$is Biewing for any slmcNre is FM1e aponsibilrry O%Ihen9Ull01pg Cea�gdI peyANSIRPI c.2. IF a. ALPINE. wmr ati car,',Tn'. w Sal wxw wn:ICC'. wmv=ww ad Orlando FL.32821 SEON:]3W]2 T55 HIPS Ply: 1 JOE NumMn 8513168 Cusl'.R9S3 JRH IWHL93530301 PROM:TPP Dry: 1 (HERITAGE HOMES)32D 101H ST, OmNO. OW.19.115038780 Trvaa Label: HIM / BPF 01iMM19 09 t3' 19YY'R 1 T 8' s'0"12 L'0 T a4 EE T r2 sp - asX8 1113%8 _ 1 L rs] FG T1 B r 1 T. 1 AM W 2%41A11 1112X4 =SNa =3� rIJ%M^) � -T11"1r Tt"12 5'8"126'4"4 128Y ft Co. LOeElllg Criteria lPw4 VAntl CrNada Srmw CrMrla(PB.PIn PSFl MNCSI CHbda AMaxlmOu�RY allone libel Non-Gravity TCLL: 20.00 Wind Sit: ASCE]-10 Pg NA Ct NA CAT: PP Delle lion in los Utlefl LIN TCDL: 100 Speed: 130 mph PI:NA Ce:NA VERT(LL): 0.107 E 998 240 Loc R. I R- /ftM1 /R. IU /RL BOLL: 000 Enclosure.Closed Lu:NA Ca:NA VERT(Cq: 0.198 E 999 180 B Ili I- /- l507 RO M35 BCDL 1000 Risk Category 11 Snow Duration:NA HOU(LL)'. 0.075 F - - H 727 I- /- 1389 1198 H EXP:D Cut'.NA HORZ L 0.140 F - - Wind reactions basetl o0 MW FRS Des Ltl. 3].00 Mom Height'.tat Oft � ) B B Widm=65 Ming 1.5 NCBCLL:1000 TCDL 40 f Code 1 Mi Crftei Creep Factor 2.0 r9 eq= ce H 8ry14itlM=- Min Req=- BM Code'. FBC 20P RES Mn TC CSI. 0.881 So1M: hit 5.0 psi g Mai nog B Is a rigid surface Lntl ngDuration..01.25 MWFRS Parallel Dist h ro 2h TPI Std: 2014 Mn BC CSI: 8]0] Members not fisted have forces len than 375a Spacing 2d.0" C8C in a:3.00fl Rep Fac Yes Max Web CSI: 0.282 Maximum Topom, Forces Per Ptys, C Loc.hom endwall'not in800fl FTIRT:20(0)l5(2) Chords TengComp. Lhatls Tens Comp. GCpi:0.18 Plate Tycels): Wind Duration'.133 WAVE MEWVer 1].02.0211.012311 B-C 508-107 0-E 520 -612 C-D 545-1M E-F 514 -992 ni Top chord 2x4 SP 92 T1 2x8 SP a2 BORATE-TRTD. Maximum Bot Chord Fomes Per Ply(lbs) Bot chord 2x4 SP 02 Chords Tens.Comp. Chords Tena. Camp. Welty 2x4 SP 93:W5 2x8 SP a2: Plating Notes B-L 871 -414 K J 87 .403 9 L-K 071 -402 J-1 904 -358 (")1 platens)require special positioning.Refer to rated plate plot details for special positioning reO remi Mexlnum Web Fomes Per Ply jibs) Webs Tens Comp. Finders F-I 375 -et] In lieu of brace l panels or rlgitl ceiling use purlins to laterallyy brace chords as follows: CION Spalmg(in Oc) 70O(fl) 1300 TC 72 100 1300 Apply Purlins a down any MONS above or Eow Nfillers lun.in N141µ at 24-OC unless oNrvda ee aEove. ILAN /g Hangers l Ties . H.•es'. 4 (J)Hanger Support Required,by others r` v�� w Wind Y Wind load.based On MWFRS Min additional CBC 0. 08 membertlnign. ! . gig Atldilional Notes Refer to General Notes for additional Information C� T O jQ COA fS ONALG ovosrzolg _ "WARNING' READ AND FOLLOWALL NOTES ON THIS DRAWING' -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTmssesr extreme care in labnce5n I� MlinO0 shepogqnyy.g�ngtalling sntl brecln Rekrro�nOfplbw tie latest etlition o18C51(Building Componen� eel Nlnformabon,bywTPl an�'SBCA)roi sa2ry pr Mces p�orro pedo�ning mese funcPlons Installers stall provide tempora brain pp CSI unless ndtetlo envlye,lop�g eslall M1ave proply anachetl stl�lg ur ISGeamin dEonom CClots gall�99VVQQ pro na n2 Il a iimppL$cdoon33noNnm P a@ra 231ra llibrw b3Q naII 11 $ u�QS iGda SB nS� nCllnna 8391 or Bioy as split ceApply 1 fes to eats hceceo cuss arch postlion as sham aoov antl on tie Join(u I s, png tetl olherv+ise. Refer lo' ALPINE drawmgs 1fi A-Z for s�antlaN Dlate posNons. Alpine a tlivision oI IrBu pompoonQnl9a r Up Inp M1ell rpt be resppons le fol any OeNation(rem Nis tlr am failure to build Phe a ftVugslh COmfIXllla cew1111 AN51/lPI1 fO leo dlltl 3E'UUn , p3ra1181i0nan�EraGn fWn¢sA ¢al OnNb UrivnXg or cover pard 6150 ForvmClWe saa gcoine �IWtl�catn tans r ro�'ISSIOne� nnggen sYOrls�Dlllty s0lll o the tlesi M1Own. TM1e SUIM6611e1y suite 305 d $ f[$ie $ gforalry s�rucmreis�Rl responelbeflry o�tllen�uiltll$g peslgde peYAN31RP115�c.2. Orlando FL.32821 aptness ween FLRx wn',TR'. wmv 5664. wrv.WUMus m',Icc:wnv SEDN:734023 T4fi HIPS Fly: I JaE Numbnt M13188 Cunf R035] JRM:INML83forki FROM iPP Dly: 2 (HERITAGE HOMES k62010TH 3T Dmlb; W8.1B 1154.42317 Tmnn Labal: 4488 I BPF directors .82U 1'8'159 5 1V 15' 18'3'8 ��8'18 5 18.15 33'8 w5X8 1112%4 am D E F T 2 T 6 '40M wd%0 G C B H 5 1 A �Y S N M K =3X6(811 42X4 19;M =5X8 112X4 1112M =3XB(p1) 2V -4 5'1'12 4'141 4'10L 5'112 1'11.10 F-rfrn 5r12 la 14.14'4 20 Loading Crilerds IPd Wintl Crherfa Snow Cr da(Pg,Nin PSF) De0/CSICr a ♦Marlmum Reactions gbs) TCLL 20.00 Wnd Btd ABLE 7-10 Pg:NA Cl'.NA CAT: PP Deflection In oc tme6 U# Gmvity Non-GrevM1y TCDIr 7.00 Speed: 130 man PL NA Ce;NA VERTILL): 0114 E 09 249 Lot R+ I R- I Rn /R. IU /RL BCLL: D.00 Enclosure'.Closed Lu:NA Cs:NA VERT(CL)'. 0210 E 999 100 B 1470 /- I- F 1830 /- BCDL 1000 Risk Category 11 Snav Duration:NA HORZ(LL1: 0048G - - H 1478 /- I- I- /038 HORZ TL. I- Oea 11 3]00 ( L EJIP:D Kat NA -i 0.008 G - - Wind reactiMFRS based on FRS NCBCLL:1000 Mean Haight 23,63 ft Coda/Misr,CrlMHa Creep Factor.20 B Brg Wol Min Rag= 1.7 TCDL:4.0 pill H Brg BAH uff Reg= 1] Soffit 200 BCDL 5 D M BMp Code: FBC 2017 RES Max TC CSI: 0.967 Load Duration:1.25 p Ti2014 Max RC CSI: 0.95] Beannga B 8 H are a rigk surface. MFRS Parallel Dist 010 442 Spacing:24.0" C8C Dist a:3.00 X Rep Fac:Varies by Ltl Case,Max Web CSI: 0Members not Initial have forces S.Nan 375#29] Maximum Top Chord Fares*Per Pty(bs) Lon horn endwall:not In 9.00 If FT/RF20d0ll5(2) Chords Tens.Comp, Charge Tena, Comp. GCpi:0.18 Plate Tymusl: Wind Duarmad.1.33 WAVE VIEWVer:1702.0280123.11 B-C 1305 -2358 E-F 1447 -2643 C-D 1256 -292 F-G 1256 -294 Lumber D-E 1447 -2643 G-H 1338 -2357 Top chert 2x4 BP#2 Tl,T5 2x8 SP#2 BORATE-TRTO Maximum Tens Chiral Portae Per Plygot ns. Weal 42x4 SP p2 CM1mtls Tens.Comp. Chortle Tena. Comp. Webs 2x4 BP pJ Special Loads B-N 1944.1087 L-K 1379 -am N-M 1987-1076 K-J 1988 -I= ---(Lumber Dur Fan=1.25/Plate Dur.F...=1.25) M-L 1970- 075 J-H 1905 - 068 TC.From 56 plf at -1.97 to 56 pitN 600 TC'.From 28 p8 at 5.00 to 20 pit al 1500 TC.From 56 at at 1500 to 58 pit at 21.97 Maximum Web Forcer,Per Ply III BC:From 4that -1.97 to 4pit at 0.00 Webs Tens.Comp. Wake Tens. Camp. BC:From 20 pit at 00010 20 plf of 503 BC'.From 10plfal 503W 10pliat 14.97 D-L 719 -d9 L-F 777 -424 BC:From 20 plf at 14.97 to 20 pit at 20.00 E-L 361 -429 BC'.From 4pit at 20.00 to 4plf at 21.97 TC: 2551E Can..Load at 5.03,14.971pmltr.lon,engry TC: 951E Conn Load at 7 W.s00,10.94,1294 `l H• r•4 BC. 1781E Cam Load at 5 03,14 W `he=r •+•••k•Ao y SC'. 87 to Cam Load at7.06,9.06.10.94,12.94 ` IC S .•Y�J�^4 Purlins S1 �J E In('leu of stctural panels or rigid ceiling use purlins •'x to laterally brace chords as follows: O. Chord Spacinglin or,) Slartgn End(h) TC 35 500 1500 * i Apply purlms to any circus above or below fillers at 2YOC unless snpwn otherwise above. � S T 0 ••Q Wintl (V� Wind loads and reactions based on MWFIRS , �iC hh� .• Additional Notes BS l0 ••• .ENG��,y N Rarer to General Notes for additional inrormagon COA Al t +M• 01/082019 W1^�- 'NJARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWING! ^IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses II extreme care In fa ratio h eI!n shipyy�� g in tallin andbracing. Referto and follow Ne latsstepilion of BCSI Builtlln9 Componell SaflInformation b TPI an�'SE CAI�r sarynpractices prior to performing Nese functions Installers shall pmvitle ie ary bison er SCSI It I soil noted i nemis-top Mord shall have properly attached structural slleati,iy d bob bora shall ha a pro er asacn Id cellin eL bons shp(/ ror ertnanent lateral reenaint of webs shall ha a cin s1a11etl �LI QOws 6397 or�1 app�rca� Api�slates to each I50a o�[rosa and position s shown above and on�{I .io t4DeWlls. IPrliess note merwlse. Refer to ALPINE ravnngs i6oA-z f0 a anbard plate positions. AI 'ne ads kion of llWB IIeI �gompon IS Grou Inc hall notderes pnsmle for any tleviatro froom this dBw!n failure to build Me n Yag Ih nor marepd wdb 1 1x4&1 1,or�pi ha dliri mjmm , tallatl8 and brash I liras sa I on Max or�wiX orWerpq 67W Foram Dove this nide es enccgma ce qF m�aa p '9n nn poo, 7gry of ior'try¢e s� occas. gae9ry Sark,30 land Soo this �2wingfor ytrueWnre�lr sa,..Iblliry o�tlte�u ng Deai, Sr paYANSI?PI e15€c.yl. Por axr-1 Sall, naxM¢i ALPINE.— ,11, ;mi vwx m;Inc wxx vaek. OdandD Fri. 32821 SEON:]34W1 T33 HIPS Fly: 1 Job Number, 651310B Cus1:R9353 JRef: 1WHL93530004 PROM:TPP Ory: 1 (HERITAGE HOMES)32010THST Dri 008.19.115443037 Tones Label: HB] / BAF 01N840,0 9 � 15,1� 19" 9 11' 15 fi' F nGm 10'.1 1 1 1'9"15 2Y8 4T 2' 48' S9'9 S9 TI �Eb s F8 TII ep A 9 c H llll D 1 9 S TS 1 A J �Ra N MI. K �3Yd(At) IGVos =TW �b%6 R12%4 e3K4IA1) 20' 9k 1 —a to r,rto-1 T_V' 21r Lnaling LrNeala 1pMl Wild CrNerla Brmw CrheNe 111,P1in PSIT .J .r. •Mmarman ReacBon(me) TOLL: 2000. Wind thm! ASCE]-10 Pg'.NA Cl'.NA CAT: PP DeMectio t in IM UI LM Gravity Nm-Gravity TCDL: 7,00 Speed: 130 mph K.NA Ce'.NA VERT(LLI: 0.04] K 999 240 Loc R. /R- I M IR. /U I RL BCLL: 000 Enclosure:Closed L. NA Cs'.NA VERT(CL): 0.003 K 999 180 B 869 /- I- 1513 Must 1197 BCDL'. ISM Fri Category:11 Show Duration:NA HOPI 4033H - - 1 869 1- l- 1513 /102 I- NoLd. 37.00 UP,D KJL NA HORZ(TL)'. 0.043 C - - Wind reactors based on MFRS Mean HAI 24.59 fl psf Codes)Misr,Chileans Creep Factor 2.0 B By Witlm=5.5 Min Req=1.5 NCBCLL:IOW TCDL:4.0 I Bm Witlm=5.5 Min Rcq=tS SGML 2.00 Sid,Coale: FBC 2017 RES Mae TCCSI'. 0.296 BCDL 5.0 psf TPI SN:2014 Max BC CSb 0593 Bearings B 81 are a rigid surface. Load Dum6on:115 MWFRS Parallel Did.0 to N4 Rap Fac:Yes Max Web CSI' 0128 Members not listed have rorces len man 37MSpaa1M:24.0 CAC Dont a:3 00 ft Maximum Top Choral Foran Per Pty III Lee from endwall'.not in 9.00 fl F7/RT20(0h5(2) Chords Tens Comp Chords Tens. Comp. GCpi:0.18 Plate Type(.): Wind Duration'133 WAVE I VIEWVer:17 02028.0123.11 B-C AND-1162 11 493 -®e C-D 508-1095 G-H 589 -10135 Lumber D-E 496 -800 H-1 SW -1163 Top chord 2x4 SP n:T1.ITS 2x SP#2 E-F 481 -765 BORATE-TRTD: Bot Chord 914 SP a2 Maximum Bot Choral Forever Per Ply pbal Webs 2x4 SP ter Chards TensComm. Chords Tens, Comp. Potline B-N 931 -402 L-K 046 -100 W lieuofy Imaoslpanelas Pol rigid ceiling use purlins N-M 918 -400 K-I 91D -02 W laorally bmceirl:W) follows M-L ]53 -225 Chord Spaci24 or,) Soo(fl) 1Emigh 100 TL 24 eD0 11.00 Apply outline to any owof above or below fillers a[24"OC unless shown hmemaae above. Whol Wind loads based on MWFRS with additional CBC KiNNNNw-1 membardesigh M H. Additional Notes \�•v • ��/flR Refer to General Notes for additional information ��1�;rJGE •Se,• .` 4 O. 08 1 �• S T O •QFC �s coA ONAIENG` 01/08/2019 "WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWING! '9MPORTANP' FURNISH THIS DRAWINGTO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rereooyy" extreme cera In fabncatinp Ing enlfin shippllg fallln anRefer Wand follow ape best editon of SCSI(BWroi ComDonenrSaefery 11rf"rmetion,pv TPI an0'SBCA)�r rery pieGiceS pgrior to celfolm'InA these NncGon^ In tapers shall provide temp"m"g bmcln p@r HH�CSI unless lwtetl olnervlisfe roprmnaone shall M1ave prdp W anacrg vuaural sneatnin4� d�r"m rf m shall pava8�oo�ryrd' attach U tl ceilings Locations sp oo E IN. r g3tr2bf he sM1all M1av¢br un esW letlu SCSI s¢ct ons tl3 gg tl 1e acn"�x r asanounsi0on a�oveandonVle.�o fgD"lalls, nlessnoled"ihelwlse. Relerto ALPINE emw Sy�� ip8 pA We,E piin Few rs. Aly' eM1a tliY.."of ITVJ Bu'Mlny c pon¢rt5 GrQpD In` shiall not be res nslpple roc any tlevialion h�m tris errcwN nnyy failure to ��nII n'o nce wnM1 PINSI/I PI 1,or fo 11 til sM1i pn .l"elpllebantl bra�npy of tNOSA Ian,M1 tl�mnp or ape 8]50 Forum Dnvex title tlaw4nq in Ica �cce aP 'r"b9'easPona� o aBBIIINe Petit ams tleslen_9M1OWn. cine Eanllln sure 305 a puce of ml9 are g�`: veP1'N'eure9.ane reapnabiin�oretne"r8mSn9Rg'6 1e�eroe(ANbI?PI1552sc3 F"�ma�e iMwmaEm¢x Nn" enE Ne¢ewe9 ann:AVINE vwxx.el " IsaCA'. wnw mI ICC'.wmvwe Odnde FL.32821 SEON:)3402] 132 HIPS Pty: I Jon Number, W13108 Cus1:RS353 JRN: I--530001 FROM'.TPP On, 1 (HERITAGE HOMES 10TH ST. DmNo: OCe.18.115M5123 Tun Lips: XEB I BAF 0 ASQ019 1815 B ]' 13' 1878 1$5'11'8'15 C y STB 8' 5'3'e X1'9 ^5x0 =0%9 TD E T 12 8 p 6I)(e C LIN T 1II s B e 1 TS 111 A H �3 T K I msA4(Af) 1113x4 IIW4 =5x6 1121(4 __.,A,, 28 71.1r12 5Tf2 T3'e -1't1Y1 r2 i._a xn r1Tm-� Loading Crlteda(pan Wind Crltella Snow Criteria lP,KIn PSF) Defl/CSl Criteda ♦Mardmum Raad!als lips) TCLL: 20.00 W W SM: ASCE]-10 Pg:NA Ct NA CAT NA PP Deflection In be LJdefl LAO Gravity NonGvedy TCDL: 700 Speed: 130 mph RM Ce'.NA VERTILL): 0.042 1 999 210 Loc Ra I R- /Rh /ft /U I RL BOLL: 11.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL)'. 00701 999 180 B 069 1- /- 1517 /455 1167 BCDL: LOW Risk Capri 11 Snow Duration:NA HORZ(Lq:-0027F - - G 069 I- l- 1517 M55 I- EXP:D Kid.NA HORZ L'0.037 C - - Wind reactions based on MWFRS Des Ltl: 3].00 (F I NCBCLL 1000 Mean Height:24.09 fl CO.I Miss Crneda Geep Fadoc 20 B Brg Widm=5 5 Min Ren= 1.5 TCDL 4 Opthotel G Brg WidM=5.5 Min Ran= 1.5 Bk Code: 4 2D1]RES Max TC CSL 0988 SOML 2.00 BCDL hotel TpeSW:2014 Max BC CSI: 0.460 Beamer B 8li are a haw surface. Load ng 24 0:1.25 MFRS Parallel Diet 0 M M2 Rep Fac:Yes Mm Web CSI: 0.111 Members net p Ch rd F fomes Was man ar) Spacing'.24.0' LSC Dist a;3.00 n Maximum Top Chord Fomes Per Ply(lbar) Lw.lromendwal8 net in 9,00 ft FT1RTwe(s)5(2) Chords Tena.Comp, Chords Tena. Camp, GCpi'.0.1, WAVPlate Type(sl: Wind Duration 1.33 WAVE VIEW Vera702.02B 0123.11 B-C 514.1100 E-F 551 -109 -- C-D 553-101 F-G 515 -1099 Lumbar D-E 562 -098 Top Cham 2x4 SP 112:Ti.T5 2x8 SP 42 BORATE-TRTO: Maximum BM LM1ON Fomes Per Ply(ms) Bot 2x4 BP d2 yygbxZx 2xq SP rya Chords Tena Comp. Chords Tens, Comp. B-L 891 -ND J-1 SBD -329 Purlim L-K Bat -320 1-G 089 -340 In lieu of dmdural panels or rigid ceiling use purlins K-J See -me to laterally brace chorda as haloes. Chord Spadng Nor,) Smd(fi) End(M TC 69 ].DO 13.00 Apply putlins to any Chords above or below'fillers at 24.OC unless shovm otherwise above. Wind Wind loads Oasts on MWFRS with additional CSC pamlw'se, memean design. `PM H• lets„ Additional Notes �J'r+.CE••SA'•-• 3 Rmer to General Notes for additional information 4C r 5 o. 08 1 CoA s ONAL 01/88/2019 —WARNING- READ AND FOLLOWALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re 're eximme noun fa En har,dlin and ndallN and bracing. Refer to and bllow me latest etlition of BLSI(Builtlinpp Componen�5afaly lnformanoupy TPlang'SBCA)i�i sarerynpractitialhh rto peaormi RNase andfull I elarrs notion BCSIRuddiry aradn SCSI Unless notetl o{nenw e,mpnma N shall have roperry anacnetl tructuml sneatping and ooh nor Csnall ha a grope y nadl� H fin aca0ons snpwnsio ant Nteral reSsr3lnt bf weps sM1all M1ave b cn sWuetlup �CgSI s tions B3,tl] or bt0 asaR licao� �PP�Y ll ter to eacM1 hce o�uss antl posltbn sM1own above and on tne�o PDetalls, fess norednotnenvlse. Refer to' ALPINE drawl�igs 18UAd tar s�ahtlam plate portions. Alpine,adNis'bn of lTNB I n CompOonenisG Inc sM1Dll not be res onslple forany OenatroRfrom finis��rawin failure t�buiM fine w K� sin 4� aihcelnnk�IPrPI t torso rplirQ Gni open . tallanrjn antl bman94f 1ru5sesF seal on[M1 tlr�wiX or soe 6]50 Foram Detre x�n tk '8` alwa sau m`nr:e F to aP ppggm¢ do reapenalepN 1x1 r 1qn�� ai nown. tRe Kghiliry tl use pf phis Pawing� ny aPuctera is Phe responslOiTtry Df Iha�uiltlln9 Desigder pelYANor51RPQe{Sg4c.y1. Suite 305 Farmve lnbrmnbn ue Nie�e weL sibs'. ALRNE.wxx m',iP[ew> ISafi xw'r wn:ICC'. ewx 011anW FL,32021 SEON:734016 T37 SPE7-il :(HERITAGE 318B CUM RR153 JRM`: 1WHL935b0W FROM:TPP S}12010TH ST. f No: 006.19115446303 True I BAF O1.12019 fi H'1"4 1148 a3'E 519 34 uaxa 1III T Fl m22a AV 41tl U. 1112M If' ,1 -114'9 11"9 Loading CrBede fish Wind Criteria S.Crflada(PpPIIn PSI) D CSI Octane A Maximum Reamlons(Ii TCLL: 20.00 Who!SM: ASCE 7-10 Pg:NA Ct NA CAT Us PP Dene tion in 1.Ude9 IM Enemy No"hoady TCDL: 7 0O Speed. 130 mph Pf.NA Ce:NA VERMLL)'. 0.008 I 9B8 240 loo R. 1 R- 1 RN I Rw 1U I RL BCLL: 000 Endosure',Closed Lu:NA CB NA WRT(CL): 0.1501 841 180 B 554 A 1- 1245 295 1119 BCDL 10.00 Risk Category.11 Snow DuretioO.NA HORZ(I-Q 0.081 F - - G 419 1- I- 1223 IR02 P Des Ld: 3700 UP:D IBM.NA HORZ(TL):0.16] F - Wind reactors beset on MWFRS Mean Height 23 85 fl Code I Miac Criteria C Factor 2.0 B Brg Wmh=5 5 Min Req= 1.5 NCBCLL:1000 TCDL:40 f reef per BN Code: FBC 209 RES Max TC CSI'. 0.318 G Brg Wis a =- Min ReqSer =- Load tin: BCDC S O psf a Bearing B is a ngk surface. Spacing ng 24.0:125 MWFRS Parallel Dist'0 to N2 TPI SW: 2014 Max BC CBI: 0.380 Members not listed Uses forces less Nan 3759 Spatirg:24.0" C8C Out a:3 00 fl Rep Fec Yes Max Web CBI: 0.4]5 Maximum Top Chord Forty Par Ply(Ii Los from endaull:not in 9.00 fl FTIRT:20(0)15(4) Chortle Tens.Comp. Chortle Tens. Camp. GCpi:0.18 Plate Type(al: Wind Duration:1.33 WAVE VIEW Vera]02028.0123.11 B-C 200 -OB] D-E 293 -459 C-D 282 -439 Lumber Top chord 2x4 SP 92:T1 2,,6 SP 92 BORATE-TRTD: But chord 2x4 SP 92 Webs 2x0 SP 93 Hangers I Ties (J)Hanger Support Required by others Wind WIN bads based on MWFRS with additional CeC member design. Addilbnal Notes Refer to General Notes for additional information H.1xmrIxNMR as S T 0 ;wQ coA QNALV�G ;wo 01/0&2019 ••WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI. —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme careinfa tin M1entllln0 sM pm Ingleing and brodn4, Refer rond follow the latest edit of BCSI(Building Component Safety lnlormafion,WTI pn�SBCA)Mi sa�enry pradlces pnw to pertonning inesefunctioos Installers shalPpr shoe tempo2ry Nacm sr BCBI Unless rioted herwlse,top chord shall ave proper) dachetl st a ur sueaNm d bod m fiord gM1ali M1ave a pro tl asacng$811 a celib Lwahon9 s n ror ermanem Ialeral reeS b n�8i a ose na1i71 $ ns9aiinedap $c§I seml0na e3.B] o bio~ appTlcae Appy latesro c{1°it"ece o�'hus9 and poslgon gO and on theri"1nlgdelmis, of ss ngced otnerwise. Re{er to' ALPINE rawln9s 16dA-z ror s�aneam pgaie posnigns. AIUins .de, on of lTW Buildn cc pori Gr�y In nail no sloe res Onslple roran eeviatio hom iM1is��awin Iailure to buiM the ire BS lhmnionnance 1 ANStI�P 1,Or�Z dItP ek pine , taa08n rid br our yi W� a fang tllo3 lir or pe 6750 Forum Dere Baur 810 '�'roa.e pM rice paF a$e P 7 'g do re epbli Flv rmen ai n �`ae§t. cT4,:`salSnnlq Sun.30 and@ Prt�is"96wtna�or arry 9lrumare la Rt aPoramiiiry'one�ulmlRa oaaiar�er pelAa9TPl el spa.$. seelMs' ewM¢ices'. ALPINE. tyros tun iPl'. wew Ino. Be44.wxx wn.ICC. ww Olaneo FL,32821 SEON:93x019 T29 SPEC Ply: 1 Job Numbx. 65131 OB Cus:li JRM:IVML935:WOM mm TPP Oil (HERITAGE HOMES)32010TH ST. Uniato 03B.19.1154.a]HO These Label: Jab / BPF OVISCO19 6' 110-12 11p-8 r n' nm12 312 =ax6 C T 12 ep F f n IllaxOO E 1III A 2Sa' H GF i - 11-4.8 e• + eve 11 Y'e Loetling CMeM Nrn Wine CHatla Snow CrNarla hi,In In Par) D W/ lCatena •Maximum Reardon Obs) TCLL: 20.00 Wntl SM'. ASCE 7-10 Pg:NA CC NA CAT:NA PP Deeeceon is be UdM L/II Gravely Non-Gravity TCDD. 7.00 Speed: 130 mph Pf.NA Ce:NA VERT(LL): 0.100 H 999 240 Loc R. !R= I Rh low 1U /RL SCLL: ON Eawnure'.Closed W:NA Cs:NA VERT(CL)'. 0.189 H 713 180 A 425 /- I- /227 1124 m8 BCDL: 1000 Risk Calei 11 Snow Duration'.NA HORZ(LL)' JON E - - F 435 /- 1- 222 1120 I- EXP:D KtA:NA HORZ OA87E - - Wind readorre basetl on MFRSDes LQ 3)00 Mean Height 24 39 ft (fL6 g Cotlel Mbc CrkaHe Cree Factor:2.0 A Brg Wycli5 Min Red 1.5 NCBSoffit 1000 BTCDLi 5.0 psf p F ing WitlN=- Mar Req= - SOMI'. 200 BCDL 5.0 pN Bldg ad 2 FSC 2077 RES Mas TC CSI: 0499 Bearing A Is ante)sueace. Land Duration:115 TPI Std: 2014 Max Be CSI: Oa02 MFRS Parallel If Dl2 to M1 Rep Fac'.Yes Mas Web CSI' 0.51] Members not p Gr have mune leen lanes) Spaalg:24.0" CBC Dian a:3.00ft - Maximum Top amp. Forces Per Ply s, C Lu.Ga mend wall not in 900X Fater Tp0)l5(2) Chords Tens Camp. Chords Tens. Comp. Gatio . 1. Plate Typs(s): Wind Duration.1.33 WAVE VIEW Var.17.02028.0123.11 A 826-1073 C-D 375 -490 Lumbar B-C 305 -473 Top chord 2x4 SP g2 Maximum Bot Chore Forces Par Ply lbs) Bot chord 2x4 SP Q Chards Tens Comp. Chords Tens. Comp. Weds 2x4 SP 63 '.Lt Slider 2x4 SP 03'.BLOCK LENGTH= 1500• A.H 385 -193 H-G 303 -193 PlaBng Notes (-)1 plates)require special positioning Refer to scaled plate plot details for special pos0nning requiremenl8. Hangers/Ties (J)Hanger Support Required by others Wntl M Wind Ideas based on MFRS wish additional CBC 1r=`. `rHnrmfrgDxor memberdesign.of �Pl'2r H• Refer rto General Rehrto General Notes hr additional inbrmeGon 7 # 0.708 is ry S T 0 C 'c�•...,.�."••�G\a�4� COA to AL r 01/082019 —WARNING- READ AND FOLLOWALL NOTES ON THIS DRAWING! "MPORTANP` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmsaes rte trema wire In febricatin ph tllin9 shi pp�� g,inetell'mp and bra n Rehr to and follow the latest mhour of BCSI(Building IComponengt Safety Information, TPI an�'SBCA)roF sa�erynpradlces prior io pe�or�n' 9 iheae funglons Installers eM1 tem ora _ n' yer OAS Unl" stain oy111erwi5e,toerme a shall M1ava y oqa ry aXaGpQa1rhear b sbeatbin9 and boryp chord shall Dare a roperyrly a5dG1$pn dher m LOLdt10n35nO:1 tht$her a re35ralrltM b8 all DdV br Gn SWIIadOpel BG5 8eG Ons B3 B] 0 B1P Eplca�e Applgy Ian as to eacD faze�irulu ane position Dmvn above and on tehe.�olnfgDetmis. rAess nocell oihenvlse. Rekrto A IPL NE rmvlRgs 180Ad tar 5�ntlard� platCCe positions. Alpine a d!visbn of ITw BkNSIPrPI mpoi�nraga OIirP s`n shall nqt be res s�ple for any?aviation from this cithe p try folue too build the a i.In con rm ce i^q N M1 ppin hllat P°6ntl brawn f morn A el on M1ls er6w pa 67M Forum OMs listing has �n tlma[aa ecuYan�e q� roTesalana�e"gla ren pansOEili((vvsole) feel Dox�17. The sW85iliry Suue 30.5 A, Dae of brie �hwing(or any aP enure re Phs aponsiDlly'ry �nP{I �Yi1ElOg DeslgderpeyAN3l?P11 .2. Formwe lnmrmalon ua nls'oGs mMraus es:ALPINE'.w' m.iPL —Oons,n,SBCA —aandary anh.i —mvh.I Caere,FL,32821 SEON:731055 TO SPEC Ply: 2 Job Number 65131 BE Clux RB153 JRO,1WHLrJ53WM FRpA:1Pi Cly: 1 (HERITAGE HOMES 132010TH ST. DrwNo'. AS 911N Tmae Label: J712PLV / BAF offs 19 2 Complete Trusses,Required 8 i IT42 x6 B Tu 6 p P \yx4 =ix4den CL D 11 T 1 um E F nsxelel =ugsl E unard • 11'Pa � 6 viva6 101" 6' 1"it Loading CrlMda(Pan NOW Criteria Shaw Criteria rye,m In Far) DeNCSI Cd 8 A Maximum Reacuous.g ) TCLL. 20.00 Wnd SW: ASCE]-10 Pg:NA Ct'NA CAT NA PP DellacAan in be Udell LyM Gravity NomGmvdy TCDL 700 Speed 13D mph PL NA Ce:NA ivERT(LL) 0025 E 899 240 Lac Rv /R- /Rh lRw IU /RL BCLIL 000 E1Mosure:Closed Lu'.NA Cs:NA VERT(CL)'. 0045 E 988 180 Risk Category'II A 2488 I- F /- 970 /- BWL: 10.00 - Snow Duration:NA HORZ(Ly: 0.005 E - - F 2683 I- I- l- 928 /- EXP:0 Kzt NA Des Ld: O N Mean Height 24.3811 HORZQq:0.000 E - - Wind rear idth based on M Mm NCBCR smt: : 2,0 Code BC 201 Creep CSS 20. A Brg Width=SS Min Req= 1.5 TCDl90 psi F Br Width MinR Load ti00 BCDL5.0pN BMg Code'. 4 201]RES Max TC CSI: 0.20 g eq=- Spatl Duration 125 TPI Far,2014 Max BC CSI: SAW Bearing A is a rigid solace. MWFRS Parallel Dist to N4 Members not listed have forces less than 3]511 Spacing.24.0" L d Dist e'.30C fl Rep Fac'.No Max Web LSI:0.490 Maximum Top Chord Forces Per PM(Ibe) Loc.from IPI 01:not in 9.00ft PlateFTflRT20ists). ) Chords Tens.Con, Chords Tens. Comp. GCtio 11.18 Plate Type(s): - -- WntlDuretion:1.33 WAVE VIEW Ver:1].02.028.0123.11 A-B 5t9-1431 C-D 526 1459 Lumber Additional Future B-C 510-1439 Top c1aN 2x4 SP 02 Refer to General Notes for additional information Maximum But CM1ON Forces Per P Abel Bot clard 2x6 SP SS Dense Ply Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 SP#3 BLOCK LENGTH= 1.500' A-E 1251 -436 E D 104 -442 NaaInder Nail Schredu1er013T'xa",min.nails Maximum Web Forces Per Pty(lbs) Top Chord:1 Row ®12.00"oc Webs Tens.Con, Rot Chom:l Rev@ 4.00'o.C. B-E 1148 -311 Webs :1 Row @ 4'o.c. Use equal spacing between cons and stagger nails in each row to avoid spuging. (1)1/2"bolls may be used for (2)0.131.5fY min.nails on The Bottom Chord Only. Special Loads NbLJ µezM --g-umber Dur.Fai 25)Plate Our.Fac=1.25) \ �.� o TC:FFromStephen O.00 to 66 plf at 11.38 pees eeeaSF ec:From to prcat o 0010 10 pf at 1138 •�4`'sr BC: ]4]Ib Conc.Load a1 1.06 f BC'. ]381b Conc.Load at 306,SOB,706,908 10.94 _• O 08 Plate SM1M Table •e JT Plate Chi JT Plate Chord * • E No Size Shift Site No Size Shift Biteis pp [8] W3X6 S 075 AS T 0 Wind Wind •A�4. nd made and reactions dosed on Mlcy' . / COA a4e .............. ' " ...ONAL 4w1a+""• 01/082019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -- —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS omses ren�1re extreme care In fabdceti h to sM pp�� qq mstalAn and brecinuuh� Refer to and follow the latest edition of SCSI(Building braupnonenty33fety lntormaton,by TPI ar SIPC )F4oi seCerynpr''acti es pn-or to peed in these functions Installers shall provide tempora y per BLSI Unl¢5s noted Diherwlse.toyyChhord shall have probe ly attacheeee a uyrvJl sheath inq and bod%T Chodl shall have a pre atalai had cehi Laatona anown M CE anent lateral restartof webs all II h e b U6eepp B(:SI pions B3,B] o tliU EapP lca A Plates to each faceo Was an position shown above and on the Joint9Deetails, gss not otherwise. Refer tD' ALPINE rewmge 18s0A-Zf{or standard plate positions. Alpine.adNisbn of lTW B I n ggompon nis Grcup Inc hall not be res ns iota for onoeaviation frem lMs ramwl a tenure to builtl the ppuusm conformance wdhkl}fPlCe,or nor hpn0litl slii pin .inst llatanOhraun fVussesA sealant �rvrX 6750 Fomm Crisre II n yin rlr nY ndica1ea lance i mTassP na� ngt en es onsbl"dv solery for Ne tles' M1ow�n. The umaiil ntl 8 of i tlis.ag t0, any s�rvdure is�lle pansibi�lry �ts{1 �Waing�es�gder peYAN51RP11 S�c.3. m Sure 305 nimwmaam see WY E's a xel noes PmP.uxw ial'. waw 69LF.xwx.zatinauz m 1LL:wrx Orlando FL,32821 I Si 734010 T43 HIPS Ply: 1 Job Numi 01318B Curt Foods Relf 11AHL93530030 FROM:TPP Qty: 1 (HERITAGE HOMES)82010TH ST. OrvMa: 00819.1104.49]5 Thus Label: J72 I g4F O1NBI2019 B IV15 5' T + 4liT4 11;4'0 1415 3'YB 2' 11"4"4 34 =4%0 X4%0 TD E 2 T e 2 P r4xa x4or In G T1 B T f 1 �a.. 1 H 11 (A1) L K J m2%4 11IM4 =3%4 ul2.Wlz01 si"12 IF112 4r•rz F--r1r11T rrt2 8'8.0+ 1r -4 14"8 Loading criteria)ps0 Wnd Croda BROW CIIfede dii In PSF) Da CSI CPoete ♦Maximum Reactions(Iba),or•=PUs TOLL: 2000 Wnd Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Deflection in lot Udell tW Gravity Non-Gravity TOOL: ZOO Speed 130 mph Pt NA Ce:NA VERT(U-y 0003 G 0 240 Loc R- I R- I Rh IR. /U I RL BOLL000 Sotlosura:Closed Lu:NA C. NA VERT(CL):-00056 999 180 H- 86 I- /- 145 143 IS BCDL: 10.0 Rusk Category:II Snow Duration:NA HORZ(LL): 0.001 F - - Wind reactions based on MINERS Das LLL 37.0 UP:D " NA HORZRL):0.02 G - H Brg Wd0=136 Min Req=- NCBCLL.10.0 Mean Height 2360 It Code I MI¢c Chloride Creep Factor:2.0 Bearing 8 is a rigid surface. TOOL 4.0list farces gig Cade: FBC 201]RES Mex TC CSI: 0.314 Members not listed have less than 3759 Soffit 2.0 BCDL 5 o lief g Load!Duration:1 25 MFRS Parallel Dist 0 b h2 TPI SM'. 2014 Mex BC CSL 0175 Spacing:24.0" C&C Dist a:3.00It Ren Fac'.Yes Mat Web CSI: 0.159 Lac ham showing not in a So ft FTIK20(0)15(2) GCpi:o.ill Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:1702,0280123.11 Lumber Top chord 2x4 SP" III 2x8 SP a2 BORATE-TRTD: But Mord 2x4 SP R2 Webs 2x4 SP N3 Plate Shift Table JT Plate Chord JT Plate Chord No Sure Shift Bite No Slate Shift Bile [20] Al S 2.25 Purina In lieu of structural bands or rgid ceibrg use purlins to IateralN mace cri as follows. Chord Spedm in od) Shd(gl Endth TO 24 500 700 Apply purlins to any Mads above or below fillers KNI at 24"OC unless Mown otherwise above. SNgAe, Wind . 3� , H•..:IA , Wind loFE member based on MWFRS with additional CSC �N �.. • Wind member design. V Additional Nares r O O8 1 Rehr to General Notes hr additional ini0memon * � 8 't S T 0 Q .....,!..N.4��'4`e� COA ON AL MRreememe sl"' 01/08CO19 _ —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING' "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmases re Ireme cere l�lapr ting �g eti ,shi pP�� g9,i 4tallin and brain Rehrfa and ryllow etatesl li of BLS((Builtling Componengt Sakly lnlormatmn,b °fbaPatnB's�ERf"r$r PerynpraClces pPilor to pedoPin ng mese functions Installers shelf r tle tempora brawn Yen BCS( Unless noted o��hhervn rmermane shall have pro dv athMctl struGural shsalginy d bottom Nord;Fall have a oro eny asaM 8r O cetiN Locations spawn t lahrel resirPm br los snail nav br ata�Iea BcgSI saw ons B3 e7 �t o npica�l Ap�y laces to each face o�Vuss aria position as a�owo e�ove and on tefle.�oin�Detalls. IPrliess notetl o[M1enwse. Reierto' ALPINE drawings i60AZ Igr sPanaam plate positions. AIp'n diV" n of lTW Bu0tlnoompoo�i Grppp In shall not be res nsble for anytiviatiophom this�rywina any failure to build the J Sen n' RIIa^Ce i^IIn A<J51/IPI 81 10I han011n aM1l Dln nstalldtl�and bmGo gf,IrusseeA seal on I sor3wIM1q Or p eY$ 6]50 FONm Drive m �in�n t�IPaoyy alta es ptante or a sPona� "gIQs en 9b IIry lel fortI�¢d s�yn hOwn. e1'gi rtga�M Stifle 305 a 8a. 7 this �iawi.9?a any 3tractpre la Pn pondbl1?V ftsfl9mlEing Uasgrier Rn ANSIRGl�Se . . b Por more iwwmeum—aw'. PME o-vahrei,TP wxxtomto,(MCA.ww mibb —MIM Orlando FL,32821 SEON'.]:14013 T11 HIPfi My'. 1 Job Number: 6513188 Guq:RYJ53 JRef. 1VVHL9353J004 PROM:TPF Ory: 1 (HEflRAGE HOMES 132010TH 6T. _ gwNo: 6 .19.115450967 Tmss lJtbsl: J]3 / BAF OITlBYP19 B 1'6"15 3' 8' iTtl'12 Qt'i4"8 ~1'8"15�1'3"06' F 2'tl 112 a SX6 =4X6 D E as 2 T 0 2as 44X8 C 1114%e FG F T1 B T A 4(11) 1112%0 HZ%4 =3X4 1115X8( 1'4.8 �--1111"11 3'1"12 5'8"12669 24" 3'1"12 11'0"8 1" 51'4"B Loading Cruadr and WOW Coal Snow CNferla Rl in PSI Ds,6ICS1 Ci Na ♦Maximum Produces,(IN) TCLL2000 Wntl Sm: ASCE7-10 Pg:NA Ct NA CAT Na PP Deflector In lot,LJdell LIN Gdonly Non-Gravity TCDL: 7.00 Speed 130 mph Pf NA G¢:NA VERT(UQ: 0.126 E 989 210 Lae, R. I R- /Rh I Rw 1U I RL BCLL'. 0.00 Endosu e.Closed Lu:NA C.NA VERT(Cq'. 0228 E SBS 190 B 627 I- l- I- M92 I- BCDL. 10.00 Risk Category:11 Snow Duration'.NA HORZ(LL1: 6.091 G - H 500 I- l- I- cdU RZ L- I- Ld 3].00 EXP D Of NA HO0.16] G - - Wind reare chobased on"I Ors -- R 6 Wi NCBCLL:10.00 Mean 40o23.13fl Code MMC BCCourts01 Creep FeMw.2p B B,Width=35 Min Real TCDL.4.0 of Bldg Code. FBC 2017 RFS Max TC CSI: 0808 H Brg WitlN=- Min Req=- SuffiLead 200 BCDL:5.0 psi g Saenng B is a rpid surface. Load ng 24on:135 MWFRS Parallel DISC O to N2 TPI Fe 2014 ere Max BC CSI: 0650 Members not listed nava forces less Nan 3]58 Spacing.24.0" CBC Dist a'300 X Rep Fac:Varies by Ltl Case Max Web CSI:0.521 Maximum Top Chord Forces Per Ply(Its,) Inc.from entlwall.nMin 9.00 it FTIRT:£0(Op5(2) Chorus Tens Comp. Chortle Tens. Comp. GCpi'.0.10 Plate Typets)'. Wind Duration:1.33 WAVE MEWVer'.1702028.0123.11 8-C 467 -010 1 2d1 -410 Lumber Wind C-D 438 -743 E-F 315 -513 Top crOrd 2x4 SP#2 Tl 2x6 SP 92 BORATE-Tl Wind lead.and raad..based on MWFRS. Maximum But Chum Forces Par Pty(IN) Bot chord 914 SP 12 Winds;2x4 SP a3 Additional Nates CM1otls TenaCOmp. Chords Tens. Camp. Special Loads Refer to General Notes far additional information B-L 610 -376 K-J 088 -368 L-K 655 -306 J-I 39.5 -210 ----(Lumber DucFac=1.251 Plate DucFac=1.25) TC'.From 56 pit at -1.97 to 56 pB at 3.00 TC'.From 28 plf at 30010 28 pa a1 900 TC'.From 56 pit at 90010 58 pa at 1137 BC From 41 at -1 97 4pu at 000 BC:From 20 Far at 0.00 to 20 1 at 3.03 BC:From 10 pit at 3.03 to 10 pB at 6.97 BC From 20 pit at 0.97 to 20 pu at 1137 TC'. 5216 Conc.Load at 303,6.97 TC: 3516 Conc.Load at 5 Ota,6 94 Ma1prrw BC: 5816 Cone.Load at 303,6.97 µ BC: 4510 Card.Load at 508,5 94 APs' .. Pleun some �•••.... .• (")1 planned requira special positioning.Refer to ty�CE SF sceled plate plot rebels far special positioning j requirements. 1 G£ Pull In lieu of stmMural perele or rigid ceiling use putans * • y to laterally brace dards as hall Brod Spadng(in ed) Sti l6) End(9) S T 0TC 72 300 jQ Apply purlins to any chords arose or above fil0lera t• �e •••� t 2s,"CC unless shoperncho ds atwiee above. /C•r•1•••, r Hangers/Ties COA F'�SONAI (J)Hanger Support Required,by others 01/082019 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses devide tlreme rare In Tramie handling she pi usldh antl Nacin Refer to?no holder 1^e latest seldom of BCSI Builtling Componenl5afery Information,bythTPl an�SBCA) ) Eras pn-or to perforr mgmew unctions tillers shall provyd to pomrx. arsong BCSI Unless notetl o etwise,top�ortl shall h332ve Uroperf4 a9ache irucWral sheatt!nn d b,i ghoul shall he ye a Uroo 'pa Itadiggqaappeenrr q iin La abons shown lar anent la4ral m tr Intaf webs al all have bragn s oiled BIG I s cions B9,B7 or 81 as aRpaaBT Appy tea to each fadec trruss and position as shown above an don the Join Dennis less note Nerined Defer to ALPINE drawings 16TH Z for a 4 need plate positions. AIp'n division of ITW 6pI1 LLc pon¢MS Gepp Ing%shrill not be regponq le for anyeeviatlon form this drawing rry failure to Laid the w 1 nF3 ncgnrma^ceiiN,N�pIII P11 for 11 dlIrP sr'i�yypin tallat ae braunQ df ims5�espEsal onml; sho sue WSOFwmOrWa li g is'8 dicey once at eT455t008 "g n un pon9I orytsrse,,SPls toe diem WI%O Ther bili 6710 For aaMn ss, of this {awing for any a�rudurela Ph resporul�lfrry ro�t¢{r �ua ng DesigNer pefAN61RPI15�c.2, h Orlando FL.32821 Far man lnlumatim ss,•el job s esti noire m Tin wrv, all wxxsWMm awn:IOC'. nwx 6EON.YNON T53 COMN Ply: , Jessamine 051310818B CUA:R9353 JRH: 1WHL9353WDL FROM:TF} Ory: 1 (HERITAGE HOME..I DTH 3T. Dm'Na'. 000.18115453103 Truce Lail K74 / BAF 01NBY2019 1'10"10 13 itt8 }j'2"81'9Y 111.11 47'6 4�"6 "2 =axe D 2 T a 2 Tz M4M Fi M4X8 E C INB 1 F n e i G mz9']' =2X4(Al) 1112X4 1112X4 1112X4 =2XHA1) W t3' —i l-1'11"12 Leading Camara(pi Wind Criteria Sfww Cdbrla(v9win v5F) Da111DSl CrBmak A Maximum Reactions 411m) TCLL'. 2000 WindStd. ASCE7-10 Pg:NA CC NA CAT INA MDeflecUm In bet/tl80 Ust Gravity Non-Giardy TCOL: 7.00 Speed'. 130 mph Pf.NA Ce:NA VERT(LL): 0 030 J 999 240 Loo R. I R- I Rh /R. )U I RL BCLL: ON Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0,068 J 999 180 B 598 I- A /292 903 05 BCOL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.012 C - - F 598 /- 1- /292 1403 I- Des td: 3700 E%P'D HORZ(TLL 0.028 C - - Wind macaons based on MWFRS NCBCLL 10.00 Mean Heigh:30.00 fl Coda I Make CrNrla Creep Faclpr,20 B Brg WiMh=55 Min Req=IS TCDL'.40 pal Bb Cotle: FBC 2017 RES Max TC CSI: 0.321 F Brg Werth=55 MaRei SOIM: 2.00 BCDL 5.o pat g Bearings B 8 F are a rigor Surface.Duration 1.25 MWFRS PamIIN Dist 0 b N2 TPI Std: 2014 Max BC CSD. 0.429 Members not listed have forces less than 3754 Spacing:24o- C&C Dist a:300R Rep Fac Yes Man Web CSr. 0.095 Maximum Top Chord Force Par Ply(ft) Lm.from endwallnot in 9.W fl FT1RT:2D(Ou5(2) Chords Tens Comp. Chords Tens, Comp. GCpi:0.18 Plate Type(s): Wind Dumibn'1,33 WAVE VIEWVer:1702028,0123.11 S-C 434 -731 D-E 449 -700 Lumber C-D Me -706 E-F 435 -731 Top oused 2x6 SP 42 BORATE-TRTD T2,T3 2x4 SP Maximum Bot Chord Force Par Ply gos) e2: Bot found 2x4 SP d2 Chords Tens.Comp_ Chords Tens. Comp, Webs 2x4 SP 0 B-J 639 -323 I-H 805 -310 Wind J-1 635 -310 H-F 639 -3A Wind beds based on MWFRS with additional C&C membertleslgn. Mum...I Notes Refer to General Notes for additional information NMlyllµp H. kph .1 o. 08 t ,a S T O c0A s ONAL 01/0&/2019 —WARNING- READ AND FOLLOWALL NOTES ON THIS DRAWINGI ^IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrussesre ext mainb 8n h Xn ,shi p� 91 fallingandbmoin . Refer to nd follow 1M let¢sl edition of SCSI Bribing Gomponen� refery n�i matron,b T en�'S�CA)fBr sa�erynpiaclrtes prior to pelom ing these Ill I dallerg shall gn wde to pola _ amcing �SI Unless ngtetl o erwiae,bp chortl shall M1 e !o err adaphed struCmal sheatMn J bottom yI b s all hav a p�o a IrOy tlarhed11 Nc Ilrrgg�� Locations Slgrb ermane Ila4ral rePSsrPint�i webs shall have bmar is Iletl 1BC31 cions as applioame pip clamsto ch lam at truss an position hownaboveacsonthe Join�Deta�ls, unf ss note merwise. Refer to ALPINE NEdrawings 180A-Z far slay Said pezare positions. Alpin tlivisimn of ITN BUJtl1 pc ponE1 Gryy inp shall not be res onsipletorany tleviaticn irc�Nls �q�pp spy failure to Drib me ,„ �iUSSen M en 11h ACl51/1 P1 "r fol llandlltP Shi pin talla118naptl blaein iNa55a SA Ianlrls UPo 0 gpa fi]5o Fovm Drive �lmg 1kP.�' @ Mng to `r` Mane. or�raY'.apPo"��IFI"ry°iwet9e�iddvv Fppt:m.ae:�qnsno.�n° me I�°6BIty stria 305 If se o tins bowie bran s mwure is a rec er �uiltlin9 Desigder pe(ANSI?PI t Rc.z. Formwe'mwmabnfxMa ne: eral ml.se Fixe wwx m.1Pl:awn. lnn.0 :sBCA'. wru.W=iMw uvn:ICL'. vxx m.l..0 Orlantlo FL 32021 SEON:734091 T81 HIPS PN: 1 Joa NumM[ 6513188 Cua1:R9353 JRe1: 1NML9353Wn4 FROM.TPF ply: 2 HERITAGE HOMES 132010TH ST. D= 008.19.1154.53221) Truss"i K]5 / BAF 01ani 701110 1.9"9 S * 15 8 1'95 3'1'8 3mm' 3'1"8 2 =4X8 1114X8 T 4 1122 D E T T1 %8 44X8 no ryI B G TS 1 eF3' A H �2g•3•• -3X4(At) 1112X4 1112X4 =3X4 1112X4 es3XQA1) 11 T 5'1"12 F'1,11"12 T 25"12 F' 1'11"12—i 5'1"12 T8"8 13' Leading Chinos aps0 Wind Crlteaa Snow Drama F,fir in PSFI W CSI Clifeda A Maximum Reactions(IW) TOLL: 2000. Wind Set ASCE]-ID Pg:NA CL NA CAT:NA PP Deflection In be Uded LAY Gravity Non-Grevily TOOL: 7.00 Speed 130 mph PL NA Ce:NA VERs 00i ) 999 240 Loc R+ )R- lith I Rw 1U I RL SCLL: 0.00 Enclosure.Closed Lu:NA Cs:NA VERT(CL): 0.100 J 999 180 B 986 /- I- A A28 A BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LLj: 00201 - G 986 /- I- I- M28 I- Des Lo 3].00 EXP'.D K2L NA HORZQLj0038 1 - Wind Handsome based on MFRS NCBCLL 1000 Mean Height 30.37 fl TCOL:40 oaf Code l Mlw Criteria Creep Factor,2 0 B Brg Widih=5.5 Min Req=15 G Brg Widti Min Req=1.5 SWM'. 200 BCDL'.50 Bldg Code: FEC 201]RES Max TC CSI'. 0.4]6 TPI Std' 2014 Max BC CSI: 0.626 Meader B 8 G are a rigid surfaforces Loafing 240 1.25 MWF RS Parallel Dist 0W M2 - Members not listed rdVF rows Pere than 375% $prang'.2/.0" Loc rMet oma:3.00 S Rep Fac Varies by Ltl Caw Mex Web CSf. 0.108 Maximum Top Comp Forces Per Ply(lbs) Lm.hoGCpi 01l8 Any FaRT:20(OXS(2) Chords Tens.Comp. Chords Tens. Cont, GCpi'.1).1 3 WAV Type(s): B-C ]413-1]45 E-F ]20 -1]W Wind Duration:1.33 WAVE VIEW Ver 1702028.0123.11 Lumber C ]19-1]02 F-G ]4] -1]43 D-E 619-1800 Toyy Mad 2x4 SP a2 Tt,T5 2xs$P tt2 BORATE-TRIO: Bot chord 2x4$P a7 Maximum Bot Chem Forcee Per Ply(Ib) Webs 2Zxx 4 SP N3 DhOrd3 Tens Comp. Chorda Trans. Carp. Special Loafs B-L 1555 651) J-1 1510 -648 L-K 1571 -647 I-G 1553 -650 TC(Fromr D5r.1 1.251 Plate98 to Dur Ford 55 pit 1.25)00 K-J 1589 -698 TC'.From 27 pit at 500 to 27 pit at 0.00 TC'.From 55 pit at 8.00 W 55 pit at 14.98 BC:From 4 pit So -1,90 to 4 pit at 0.00 Be,From 20 pit at 0.00 to 20 pd at 503 BC:From 10 pit at 503 t0 10 off at 797 BC:From 20 pit at ].9]to 20 pit at 13.00 BC:Fmm 4pit at 13.00 to 4pit at 14.98 TC TC'. 149 0do Comi 1 lb Conc.Load ]B] d.1650 9 �1145mniplpur�4 BC: 205 to ConO Load W 5.03,].WMa� BC' 8611,Card Load at 6 50 ` Purflos In lieu W structural panels or rgid wiling use purlins to laterally Craw chards as follows. CM1ord Speunglin m) Start(fl) End(h) TC 36 500 800 Apply pi to any Mohs above or below biters • i at 24"OC unless shown otherwise above. At g T O Mind �yy aA •.s �. f'�4V= Wind foam and restaurant based On MWFRS. FF• • •••••\ Additional Notes COAD( NAL, Reterto General Notes Wr atltlifional Information aMtiK 01/08/2019 •'WARNING•` READ AND FOLLOW ALL NOTES ON THIS DRAWING' —IMPORTANT— FURNISH THIS DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLERS Warner IS re extreme care in fappnn��ti ha elin MIpp� g,inalalling an0 Crating. Refer W and follow the latest edition of SCSI(Building G mponen? feN lnformalion,b TPl anP'SBCPj�F sererynpracOws phor to performing these functions lostalers shall provide tempora _ brach BC51 Unless noted 1lerxise,Wp Mord shall havey�pehy attached lseeal0in d bottom chord mallhav prop�s t ach 8r dce�lin Lowhons M n for mlanenl latefal re35Point0f webs shall hav � walled yner BC51 sem1ons Dt"Wa i Btr, Cppiw�le Ap iy Pates to a. ce Pfewas and posNon shown above and on it eJoin(90ents, a uessmated.Werwlse. As it. ALPINE rawmgs 160A-Z fgr a iontlartl plate positions. AI tlivLsion of ITW B Id n moon nls Grou In shall np items reg onsi le for,any eviatpn from iM1ls drawin failure to build the µ ,d 11�gge' r ante ln'N XNs�IPr�PtnrFanantllilPq�afiippin lallauYn nBbraranp o"lmspesA Seal on thgdrgwiX or wverap. 6]s1)FwmDnva Ir utma8 win amara w 1 yrolesslonaP en9'o ri on9emty• IeI fi meaeei losilr The TAO9ily suras For antlnseof this R2whng rorany strudureis the responslblllty' �ce{re�p�d�Rg D.aigaar PaYANbIRP11c.i. Cryando FL.azazl For more lmoim.eon:aems es onwel noces :.9 mwowoe mw.nLPwe. r•... an TH:caner :sacA. .......wdm m,1cc. ... SEOW734068 T48 COVIN Pit Jee Number 651318B Cusl'.R9353JF. 1WHL9353W34 FROM:TPF Oly: 1 IHERITNGE HOMES P201OTH ST. orwNo: W9.19.115C.N350 Tnrte Lz.l: J762 PLY / BAF OIM12019 S c 2 Complete Trustee Required 2'10' T11" 13' 15'10" 2.10" F 5'1" 5'1" 2.10• 12 .5X18 1112X4 =5X16 8 B C D or or =3X10(132 =3X10(1&2) A E 1 I22'3" H G F 1113X6 =4X10(10) 1113X8 15-10-- 2:1 5'10" 2.11'12 4.10'12 4'11"12 2'11"12 2•i 1'12 + T'10"8 + 121"0"4 + 15'10" , Leading Criteria IP4O Wntl CrI1Ma Snow Catena tP9,Pr w PSI) UMIC91 Cabaa A Maximum Reactions(lits) TCLL: 2000. Wntl Std: ASCE]-10 Pg:NA CtNA CAT:NA PP Deflection in Ioc Lldefi LIN Gravity Non-Gravity TCDL: 8.00 Speed 130 mph PS NA Ce:NA VERT(LL)'. 0,175C 880 240 Loc Rz /R- /Rh IF. /U IRL BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL). 0.322 C 577 160 A 3845 /- A BCDL: 10.00 Risk Categoryal Snow Duration RZ n:NA HOL '. 00288 1 4012 /- I /1322 / UP,D ad:NA ( L /13]0 /- ) - - /- I- OenLd: 37.00 Mean Height 23.SBfl HORZ(TL)'. 0.0528 - - Windreectors based on MWFRS NCBCLL:0.00 Code l Mbc Grderis Creep Intel 2c g Wql Min Req= 19 TCDL:50 Faf 1 Big Wish=55 Min Reg=20 Load 2.00 BCDL5.0 N Bldg Cade: 4 2017 RES Max TCCSI: 0.973 P 0eadngs A 81 are a rigitl surface. Spatlng 24o.t25 MWF RS Parallel Dis1:0to hi TPI SM: No Max We CSI: 0.588 Members nWpCh rd VF Forces sPer than 3]5% Spaung'.z40" Losfro te:30Dft Rep Fac.No Max Web CSI: 0.]04 Maximum TopChordFoCors Ply Tons a) Loc.from wall'.Any Plate Ty0(0115(2) Chords Tens.Comp. Chords Tens. Comp. Gadom 18 WAV Type(a). Wind Owation:133 WAVE VIEW Ver 17 02,02B4O1 A-B 1024-2986 C-0 1539 -4818 Lumber Plate Shift Table B-C 1538-4618 D-E 1092 -3202 Top chord 2x4 SP 42 JT Plate Chord JT Plate Chord Maximum Bot Chord Forces Per Ply(lite) Bot chord 2x8 SP SS Dense No Size Shift &is No Size St81 Bite Webs 2x4 SP N3 (10] Wi 2.85 R 200 Chords Tens.Comp. Chords Tens. Corrupt Nailnots Purlins A-H 2504 -892 G-F 2801 -1F)3 mdural H-G 2691 -908 F-E 2838 -952 Nail Schadule:0131"fT min.nails In lieu of st panels or rigid ceiling use purlins Top Chorda Row ®1,75-ot c. tomlhorally braceial e) follows: Maximum We Fomes Per Ply(IN) Not Chord low W3.15"Oc. Chord Spaang(in ocj 28H(ttj Entl(tt) Webs 1 Now IM 4'on TC 26 2.e below Webs Tens.Co187 Webs Tens. C-596 in Use equal to abli en rows and stagger nails Apply OC unless known ds otherve orrbve fillers B-H 842 -10] G-D t8E5 -595 1 e112 bnow i avoid usual fa at 24"OC unless sM1own oNemrse above. B-G 2Pb/ -882 F-D 830 -411 (1)tl2"bops may One usual for The Bottom hoed nails an AddiRefer W G Notes The Bodom CM1ord Only. Refer W General Notes for additional information Special Loatl. 411xxn11mgyraary V (Lumber Dur Fac=1.25 I Plate DUEFac=1.25) AM H• ` TC:From 58plfat CWto 58 pa al 2.83 ...... 'IRdp TC:From 28 plf at 2.83 to 28 pa et 13.00 pap f///''fefy TCFrom 56p8at 1390to 56pltat 15F .83 \�fJC BC:From 10 pit at O00 to 10 pit 81 15.83 �s4e TO 46 It,Corm.Load at 286.12.97 •y TC: 30 to Conc.Load at 490,1390,]92,894 D, 08 1 2 094 g 8C'. ]381b CDna.L08d at 0 73,2 73,4 73,8 73 666 * ; F BC. 4Cons,Load at 2.06,6 90 SO. 411 to ro cnnc.Load at 470,570,792,894 wp S, S T j Q s BC 720 to Coast,Load at 10.60,11.10,13.10,15.10 a �Q,Tlset. 1 ... #��e Wind P Wind mads and reactions based On MWFRS. COA ONNAAL xa" avoano i9 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reuir ex a cale in fa tin lh Shp , Sfalii and bra n Refer to?no 1pllow ne la est edition of SCSI(Building cbmponen4sa"iety ls`nroimMlan,b '�b`fr�'s�8�j78 sapy�reGlFz3 y$inrm per�oRa' gmeseuncmnati tal�Six shall provide tempora brecin SCSI Unlesanoted O�tlerwse top�ane shall have properly attached seuetuml sheathig d bottom chord shall have a pm elrY Na apps a lin ocaoonsary for uateral restraint of webs shall havb stalletl BCSlsedmns133 BJ or�10 gP�i ppN h�tt¢¢S to cM1 ace.ofpeues and parson as shown above and On tha am taus, 1 i1essnotedomerwlse. Refer m' ��I�� .ngs 160A-Z for s�ardand pgate postlothe AIy u4�atlivisi�n of ITW BVI 9 ponenis Group lnGp M1all not be responsible foranY viatiop from this arw failure io build the .e pOg51n encs wiVl AN g/I lit Or kr hdndlitl Sllia^ia , Sig^Iali6nand draongd livasesA asst onlrb Uriwldgaicover pa 6]50 Forum OrM Id" tk°:foo eraartt�e tens a re$ea 1° nngg mrxrrvv mp rorme as' nahown. rhe aw�UIT Suite 305 and" use of this �iawingronny sePudure is responsibilrry of tlren�uiltling Desigder pe(ANSIRPIt c2. M Orlando FL.32821 FermweiMamatim swlnn' L's ttawW sixes ALPINE'. wxx cpn iPl:wenn :sBG4'. wxw.WoiAiu wn;ICc. vwx rz¢are.ars SEDN:733980 150 EJAC %y: 1 Job Number: 6513188 Cue1:R9353 JReM1 IWHL9333pA14 PROM.TPF ply: t2 (HERITAGE MOME5,3201(TH ST. DMI¢ 000.1811505513) Tmea Label: EJ77 / &1F 0110912018 0 0.15 5' 1.0.15 33.6 D T T fi RST T 1--�TTj 12 T2 e wC C a P 1 B 1 t H +223' A E m2xa 1 =2xa(A1) Twit 5' Leading CMeds then Wind Cromis Show Critirla lv9,%in PSF) Ds"NSICHaft A Maximum Readdons(lbs) TCLL: 20.00 WiMSb: ASCE7-10 Pg:NA Of." CATILA PP Gypecohm in ML/deft LM Gravity Non-Gravity TOOL: 7.00 Speed 130 mpb Pf.NA Ce.NA VERT(LL)'. 0.028 C 999 240 Loc Ra I R- I FOR /R. I U I RL BCLL: 000 Endo.. Cbsetl Lu:NA Cs:NA VERT(CL). 0.049 F 9% 180 B 332 I- I- 252 /142 1155 Bi 10.00 Rusk Category'.II Snow Duration:NA HORZ(LL)'. 0.019 C - - E e7 I- I- M: 20 1- Des U! 370 EXP:D " NA HORZ(TL)'. 0.033 C - - D 95 I- I- /41 09 1- Mean Heigh:23.fi0 fl Code I Wine Cdtems Creep Factor 2 0 Wind reactions based en MWFRS NCBCLL:10.00 P TCDL:4.0 psf BldgCotte. FBC 2017 RES Max TCCSI: 0.258 B Big Width=5.5 Min Req= 15 LeadSoft 2.00 SCOL SO psf TPI5id 2014 Max BC CSI: 0.252 E Brg WId91=t5 Min Req=- toM Duration:115 MWFRS Parallel Did 0 to h2 D Brg Wid =1.5 Min Req=- Sproa l NO- CSC Dist a:3 a0 it Rep Fel.Yes Max Web CSI: 0.080 Exch,S i3 a rigid surface. Loc.born entlwall:not in 4.50 ft FT/RT 20(0)75(2) Members not listed have bases less than 375# Gets,0.18 Plate Type(s): _ Wind Derision:133 WAVE VI EW Ver:17,02.02B.0123.11 Lumber Top cMM 2x6 SP C2 BORATE-Till T2 2x4 SP%2: BM Mord 2x4 Be%2 Webs 20 SP 93 Wind Wind(cads bases on MWFRS with alcohol C&C member design. Additional Notes Refer to General Notes for AddiGwal Informal Provide(2)0.131"x3 0",mintoenails at top Mor. Provide(2)0.131"x3.0",min,tce-nails at bodom Mord. �rpf11111..Houneµlyp J�PN'E :.kR; 8 at S AT O Q PpF`�8�........ elff coA asense. ee (1I/U$26tg "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '•IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme ore in hIS an hantllln eh p� g - falling and bmtin Refer t0 nd follow the latest etliaon of BCSI Builtlin Component Safety Inform bymTFl an�SBCA)18i sa rynpisems prior to peft ing these unctions Installers Snits oxcete pord t1aorp p��BCS) Unless nosed o eMge,toermant shall ave prosperity attached structural sheathmp and bottom Nord sRall full¢9 prop pMyN n Vitals?, ooLlIorsOons sfu0wn fo t lateral rastramt of bs shall hdv er Cin sldlledOpler BC I sedmna 83 B1 or 91r erawp,RBsse166MAggirsUnJaMplate povtion�s`uss and posllion as snovmwaeOwe and on .io l4oetaus, less nofetl omeewise. Refer to ALPINE Alpine.a all sip'off ITW'BX' ompon¢ t Gr Inc nen not be responsible for an eviaeorlfrom this ch"iin failure to buil the buss In con ilh FCJSIRP1 1,Of tOr ha d11, , SM1I Dln n31aIMOpn and bracing Df VussesN Ion This tlf3 and Of Q 9p 8750 Fuum DrNe alrtin hill in Indic es nncceotynu p� Q ash ne,� "gIn vanslbtrdv sompi r p� 3'an now�fl. �M1 nifgeemty Sure 305 dm s8lawing for ysline=is Rte ponslbiiiry fthes�uildl Doi or peYANOSfRPii Stc.FL. Otlantl05 32021 elnb�maWneee thrz ee'a PINE. wxn wn;rhin w w;s0l,t xvi� i --uh Cx SEON.133983 T40 EJAC pty 1 Job NumMc 851318B Cusl:Rryi JRer'. IMI-93530i FROM TEE OV. 4 (HERITAGE HOMES)32010TH ST. DwN.. M 191154.58513 Tmsa Ls. Ed a / ME 01N8R019 1'6"15 ^g '00 F 1'6'15 0 T2 T T 2a1.. ;12 w4XC6 T �-yµ/}B-L 1 1 22'3"A E Et2X4X4(A1) 3' f�1'11"11 3' Loading Cryeda Man Wind CdMde Snow Cdli da(N If in PSF) DaNCSI Cdlade •Maximum Reacllons QOsj TCLL: 20.00 Wind Sm: ASCE]-10 Pg:NA CL NA CAT:N PP De3ect'Ion in Ix Udell LM Gravily Non-Gravity TCDL'. 7.00 Speed: 130 mph PI NA Ce:NA VERT(LL): 0.001 C 889 240 Lac R+ /R- /Rh IR. /U IRL BCLL 0.00 Endospore:Closed Lu:NA Cs:NA VERT(LL)'. 0.005 F 989 180 6 274 /- /- 1222 /133 1108 BCDL: 10.00 Risk Category:II Snow Dispatch:NA HORZ(LLj: 0.003 C - - E 45 /- /- 152 /18 I- EXP:D Nat NA On Ld: 3].00 - HORZQLj:000dC - - D 35 /- I- 115 h5 I- '00 Mean MeanH ightOps 23.10fl Code l Rye.CrRem. Creep Factor'.2.0 Wind reactions based on MWFRS TCDL 40led B Br Width=35 Ming 15 SWM: 200 BCDL5.0pW Bldg Code:14 201]RES Max TC CSL 0234 E Brg Wldih=1.5 Min R� Load Ou2gon'.125 MFRS Pa211el Dist Oto m2 TPI Sid: 2014 Max BC CSe. 0.038 g e0=- RepFac:Yes Max Web CSI'. 0019 D Brg WMih=id Min Rty=- Spadng24.0" C8C Dist e:300R Members B isastem surface Lac,ham endwel8 not in 4.50 fl FIF/plate I20(OjI5�2) Members nW listed lave forces less than 375y Gado 0.18 Plate Type(s): _ Wind Dueatian:133 WAVE VIEW Ve[1]02.0213.0123.11 Lumber Top chord 2x3 SP d2 BORATE-TRTD:T2 b4 SP 02: Bot chord 2x4 SP g2 Webs 2x4 SP d3 Wind Went loads based on MWFRS with additional CBC member design. Additional Notes Reser lo General Notes for additional information Pmvkfe(2)0.131"x3 a",mintoe nails at top chord Provide(2)0.131"x3.0",min,toe-nails at bottom char. `yam"cE•as ••�'o�•<< 0. oa •,r = AFF coss NAI ovasrzolg _ WARNING_ READ AND FOLLOWALL NOTES ON THIS DRAWINGI 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesre me me orcin ispnwtinpI an in .sot ppi� g in;t ailing and bracing. Refer to and follow the latest etlltgn of SCSI(Building Com any 52feV Info TPI anO SBCA)fRr �erynl5gracbcespr'or to patl0rminp these Nndions Instillers sh 11 pmmde tempora eraci la p¢ gCsl.unl¢ss notedo enni eo)loprmhao eshall have propp ry vachea swnuialsheamm anabotlp phor�ahallhrwe.,.gimi IaUI€tl ny a celling Lor'sbons s pe t lateral wstri�W drwebs Shall hav¢bbirldr �p ailed lo,9c51 s¢cbons B3.B] or tiro assnoliW01e zf lot to acnia.e.0limssadonoslllon hewnaMvaandont Jo (Uetaililb, lessnote0olnerwlse. Refer to ALPINE .adawn M1ga 13aA-z ror s�neem pafine poanlans. Al is¢badl isionoCeITWB IIe' Compon nts Gr Inc hall not be res onsible for any?aviation thistlrawin failure to build the trrP Y m�NSi/�PI 1,or for ha r I shipin . staBaM1en and braelne thussesA IonmwU I, or ew 3]SA Fomm Drive Usyn9th.rlra�nYY,InnIcaatloiabccgUUMnce pF m��`e�Ona� 9lneenn NbiliN nola?I r p si nV�ioWn. erller dbbiHt' SJIe 305 and Bae of iMsh Yrawingl y W lurela lore ponerbiliry of the�uil0lrpig Desig er pe A S e136 .y[. Fx mwe hlmnauon sea lNa O's mminogs ALPINE.wviilu1011wuva,TR. v,1pnr,,IS9c,. rmw mtldc —depaynog odanda FL,32821 3EON:PRE T58 EJAC Ply: 1 JOENumMc 0513188 Cu9:R4J53 JRe11yvHL9353WO1 FROM TPF Ory: 6 (HERITAGE HOMES)32010TH 5T. DIrehic 0[9.19.1154.5]553 Truss latest: EJ79 / BAF 01,082019 1'1210 3'6' '2 1"6 D 4 12 T2 T T 317 T �T'J m4X6 m n 6 W f or 6T A T l 297" 1 12X4 E =2X4(A1) — 11112 5 5' Loading Crite2la(ps0 Wind CrlleHa Shall CrBerM EpInin PGE) DsfVCSI CrItarM A Maximum Rsactions(Ibs) TOLL: 2000 Wind SM'. ASCE7-10 Pg:NA CL NA CAT:NA PP Deflection in lac L/tlell u4i Grandy Non-Gravity TCDL: TOO Speed 130 mph of:NA Ce:NA VERT(LL)'. 0 029 C 999 240 Loc R• I R- I Rn I low I U I RL BCLL: 000 Enclosure:Closed Lu:NA Ce:NA VERT(CT 0No F 999 190 B 331 I- I- 1197 /194 199 BCDL: 10.00 Risk Category:11 Snow DurationNA HORZ(LL): 0.014 C - - E 86 I- 1- 132 110 I- EXP:D fen NA Dee Ld 3].00 1-1011 0.024 C - - D 91 I- I- 121 140 /- NCBCLL 10.00 L TOOL O psMean 4 0 Height 30.35 R Code I Who,Cr9ede Creep Factor:2.0 Wind reb6dipna based on MWFRS B Brg Width=55 Ming 15 SWM 2.00 BCUL'.50 f Bldg Code:14 2017 RES Max TC C51: 0.220 eR= Load DNM90n:125 TPI Fe 2014 Max BC CSI: 0.237 E Brg Width=1.5 Min Req=- MWFRSPareIINOisLN2loh D Brg Wsangids Min Req=- Spadng'24.0" Lee Dist a:3.0o R Rep Fee:Yes Max Web CSI:0.079 Bearing B is tl sted havece. Lac.hom exhatill 0,18.not n 9 00 R FTAPlate T e(s):(21 Members not listed neve rorces leas than 3750 Galson. 1. Plate Type(s): Wind Duratlon:1.33 WAVE VIEW Vec 17.02028.0123.11 Lumber Top chord 2X6 SP Y2 BORATE-TR FD T22x4 SP e2'. Bot chord 2x4 SP d2 Webs 2x4 SP d3 Wind Wind loads based on MWFRS with additional CSC member design. Additional Notes Refer to General Notes for additional Irdamalipn Provide(2)0,131-W 0",min tee-nails at top chord. Provide(2)0.131"x3.0",mintoe its at bottom Mom. exMlw" S��y EHgF R�9�: o. 08 1 ae S T O 9 '*% vw 01/062019 "WARNING" REDID AND FOLLOW ALL NOTES ON THIS DRAWINGI T a^IrM¢PeORTA0* FURNISH THIS DRAWING TTOgALL CONTRACTORS INCLUDING THE INSTALLERS GNor nen? 89tery InMmlationnb TPlaanO'SBaG)nl0isat�erynpradlrele'pgriur to per�orr gMtleietse�To iolns Inedl�ars sllalNuonnarernepeon�rmv9 road CBI or is nnted oythewi s,roprc�0 t shall have propertlyy atacned s ruUurel shelatnl d bona nota 511x11 haye a propetly anon np,renin9� Locahers shownlorpp t lateral reatro'w be shall nay b ns1 11ed rssnG'' I sit on B3,B] or 910 aas apd. a Appry plates to each face truss and posnon as shown above and on ins Join�oeta�a ante @tl oNetwise. Refer to raw gs,6DA-Zm(raandaraplatepositions. ALPINE qlpinlna di i`Ion�ITWB Idd Cprampon marlp Inc sM1all not be re pnsl le rorany eviction from this tlr failure to Build ins iNs of with n'flSl/TP1 1,or�o 1 hippin tellall rannbraunuo tmssesA 33�al on M1 tnl�wwdtX or e a 6]50 Foram Detre Il spnYtlilsdmwinundica1es evince of 7o"1'esslonaP en''99n N ons161NtNv soNryro n , 0Vn. 0rR u1l�a`6iliry suite 305 antls0se of this drawing Sor any aPrucNre Is Me responslMliry oFtne"r9u(199,EMI if� pa ANSIITPI I S$c.Y. Fw mmiMwm•em we WYL's wxox nMes 11.these—i sibs ALPINE vmw ISa4 x.ru mli mvx anixi Onando IT, 32821 SEON:734001 T47 EJAC Fly: 1 Job Number: 6513188 CuN:R9353 Min,1PoHL9W 35304 FROM'.TPF Ory' 7 (HERITAGE HOMES)32010TH ST. EkWll. W8.19.1151.58593 Tauea Labe: EAD / BAF 0IMBS019 1 "g 11 B 15"/5 9 D 12 V,4X6 TZ T24 C T6 F7, B « y T n 1 1 1 22'3" A F E 3X4 f—1'11"11 2'10"10" 2 Loading Cdhada 00 WIr1d CrlMda Snow Crit(P9Min PSFI Dirr l Crlthrla A Maximum Reactions(Ii TELL'. 2000 Wind Std: ASCE7-10 Pg:NA CL NA CAT NA PP Deaectionin lac Udefl U9 Gravity Non G®v'py TCDL: 7.00 Speed 130 mph of NA Ce:NA VERT(LL1: 0.003 C 999 240 Loc R, IR- /Rh filar 1U /RL SCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL).0.004 F 999 18) B 271 1- A Q21 1111 /72 BCDL 10.00 Risk Category'.II Snew Duration'.NA HORZ(LL): 0.003 C - - E 41 1- 1- /51 I1 B 1- Dea Ld 37.00 E P.D Rat NR HORZ(TL): 0.003 C - - D 30 F 1- ins M3 1- NCBCLL:10.00 Mean Height 23.05 fl Coda I MM C da Creep Factor:2.0 Wind ma Pions based of MWFRS TCDL'.4.0 of B Brg Width=5.5 Min Red- 15 Soap200 BCDL 50 psf BMg Code'. FBC2017 RES Max TC CSL 0.234 E Brg WidM=15 MinReq=- LoadV:1 Z5 MWF RS Parallel Dist.Ina ioh TPI Std: 2014 Max BC CSI: 01078 D S,0ii =15 Min Req=- Spacing:24 24.0" CSC Die a:300 ft Rep Fara Yes Men Web CSI: 0,016 Bearing B issa a sled surface havefo. Loc.Vons endwall'.not in 9 00 fl FTte TYP 0)15(2) Members not listed have forces less than 3759 Gatio 0.18 PlaWAV Type(s): Wind Duratgn't 39 WAVE VIEW Min 17,02,0213,0123.11 Lumber Top chord 2x8 SP 92 BORATE-7-RTD:T2 2x4 SP#2: Bol chord 20 SP#2 Webs 2x4 SP#3 Wind Wind loads based On MWFRS with addibaual CSC memberdesign. Additional Notes Refer to General Notes for occasional Information Provide(2)0.131"x3.0 mintoe nails at top chord. Provide(2)0.131"x3.0",mintoe-nails at ids loin oboe. ucEHsF % ` o. 0 FF8 �ON ,a LEA AL 01/082019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '9MPORTANP" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses ravine estrel1nnecare In fap�nn 8 hendlin slllyypp��ngg N;rolling and macln RMCr to nd fpllow me latest edmon of SCSI(Building Component Safety Inmrtna8on,b Tf Ian�'SBCA7(kisalery pnicdcespnnoi-Wpedo�inmg mese�u ctlons Installers shall in de temporary brawn per SCSI Unl ss nptetl�helwise,top mM1OM spall have pmped 9acM1etl s du skeat0ln E Lotlol0 cryo Sam have a propetl ag acM1 0 .Aid celiin bons sM1 n roe anem lat¢rel resiramt�f w¢ove soil hav ns lkbl RC51 miome B3.B7 o tl10Y app lra6�e Aygysolalesro¢aCh atruss and position asshmnae dondeJoin��eW s, kf ss note otherwise. Refer to ALPINE ravnn9s igOMA-z IS ladard plate positions. 2..i di �imanf ITVVS ponents Grou In shall not pe resonsble for anyrlevlation from this dmwipp arty failure to build Ne u. I�n�as In n� iM1�INSIRPI i,Or(Ol handlll� eollppm siallith If and Eractng Dl lruaseeA salon M1I YPo Id er YYa BB 0750 FpYm Orrve Iik3 u(kPaB indicts ase ce ql �'nn"naPe in en panalLOily solei �r lx n imarl� TI1e sol$bilily Suite 305 tl se of iris"brewing for v aP.0 Tara la$:maponsibufry"�$ �uiiaong Desigrtar peYAIosIRPI inssks.i. Fa we'nlamae ares¢ wzEaim'. ALPalE wry cmaPL vow. SECA- m:ICC:—oone., Orlando FL,32821 SEDN:]30W1 T51 HIP_ P¢ 1JOONumE¢c M13188 CUN'.R9353 JRN:IWIL035:10CM FROM:TRF Ory: I (HERBAGE HOW S 132110TH ST. OrwNo: W8.191154.598C0 Times Lai H41 / BPF oVoS 19 2'8'15 2'�i"2 TO'14 2'9'15 1"3 4'1"12 D T2 T25'9'12 2 l 4.24 p 4X8 C in It ry B 1. l 12z3" A F E —2X4(A1) 1112%4 3'014 4' --2'9"11 '+' 3.0••14 ~ 7'0"14 Loading CrgMa(pm Wne CPoerla a.Cdleda(P9%In Fell Defli CRMrM •Maximum Reactions(IiTCLL'. 21.00 Whk Std ASCE]-10 Pg:NA CL NA CATNA PP Deflection in lac Udell LM Gravity Non-Gravfly TCDL' 100 Speed 130 mph Rh NA Ce:NA VERT(LL):-0.132 C 627 240 Loo R* IR- I Rh I Rw /U I RL SCLC COO Enclosure:Closet W:NA Cs:NA VERT(CL): 0.143 C 502 180 B 352 /- /- I- /318 4 BCDL'. 10.00 Risk Category:11 Snow Duration.NA HORZ(LL):A den C - - E Bt /- /- IB 95 1- Des Ld: 3].00 EXP:D NOL NA HOn(TL): 0,084 C - - D 151 /- /- I- /122 (- Mean Height 23.5]1 Wind reactions based on MWFRS NCBCLL 000 TCDL:40 psi Cotle lMlac Crgxia Creep Factor:2.0 p B Brg WxIM-1.0 Min Req= 15 Load 200 MWF 5 o psi Tim Code: 4 2017 RES Max TC CSI: 0.413 E Brg W'IMh=15 Min Req=- LpadD02tiom1.25 MWF RS Parallel DI51:0roN2 TPI SM: 201/ Mm BCCSI: 0.425 D Brg BisWidth ariid Min Req=- Spadng:24.0" CBC Dist a:3.00 fl Rap Fac:No Max Web CSI: 0 094 Bearing B is tl rigid have fo Loc.hom ,x 018 nM in 4.50 h FTAiT'.2 mal:(2) Memhera not listed have roroes less Dan 375A Gmo 0.1, WAVPlate Type(a): Wine Duralpn:1.33 WAVE VIEW Ver:17.020211.0123.11 Lumber Top chord 2x0 SP A2 BORATE-TRTD.T2 2x4 SP 12: But clad 2x4 SP M2 Webs 2x4 SP A3 Loading HipAa supports 5-0-0 eelbacle)acka wiM no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Refer to Genmal Notes for additional Information provide(2)0,131"x3.0",mintoenails at top obord. provide(2)0.131'x30",min,tce-nalls at bottom chom NuMard Mwnanws; aOa�a S T 0 '2"e �NG\a'��f COA ONAw� 01/032019 "WARNING^ READ AND FOLLOWALL NOTES ON THIS DRAWNGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in labriretin�,'an 'In sbippingg InStallNg and bracing. Refer to and follow Me la'esl eR 6 n of 9C51(BUAdmg Component Safety lnlormation, Plan SBCA)fEi sa piacticespriorm pe Or mese NOctlons Instil eras �IQprovitle tempora �iirrrvv baradng p SCSI Unless notetl o se,lop choM shall have proReM arcacbetl sWctural sheaNmq and bog horE shall ha proy Ilar'Jletl rirq a ceilinggLocag ons spp n ror ertnanem lateral resimlm olw¢ba abau hav or Un esla"adap gC I secoona B3,B1 0 Sir asap IIW51e Appiy lal M chaceo�lrossantlposiflon as shown above and on .�d f� lolls, ngessnotetlo0erwise. Re�erl0' ALPINE OrawlRgs 160A-Z ror sP ndard palate pnsirom, AlDina adNisn'of lTW Bp Ie nQComponents Gin Mr. shallnMsbe responslple for any Deviation from Mia rd np a, lol'urel�bufle Me tmss in conlo'ni.meweh ANSI/I FaILe or for hedndfrl hiong?p Callan tlbratlnpp It, ,A p¢al off is nan p 6]SO Faum Orrve "Ini0 9hissae ever 'aWRlMata a lance 1 e..... e''n"99n lien elbIry a01¢I far Ma tlBE OshOW11. TII¢ 9ui°m°6BItr 3uiW 30.5 e � f This �r til any aP.cture is Bra responaibilrry orfR �u�diPigo De elgeer Fur AN$IRP11 c.2. vv6si s'. PLFine xw.r F. w..w.aWne _qC xxw Orlando FL,32821 SEON:133881 T41 HIP_ Pty: 1 Job Number. 013188 N9:R9353 JRaI'.1WHL9$30004 FROM'.TPP (HERITAGE HOMES 352010TH ST. Omfb: WB.191153035]I Trub L+bel: HJB2 I BAF 01MON019 C T 12 24'0"12 4.24 C7�- r 0 B IN N 6 l IN 22'3" A D 1) 4'2''15 �—_ 2'9"11 4'2''15 v Critda bd) wind Critmia SN CCd delP9Prd Pef) OW 'Cribda MmrimumReacd (Iba2000 Wintl Std: ASCE]-10 Pg:NA CL NA GAT:N PP Deflec0on In kw UdeO LX Orel]00 Speed. 130 mph PI:NA G<:NA VERTILL):NA Loc R- I R- I Rn I Few I U /RL 0 00 Endosure:Closed Lu:NA Ca:NA VERT(CL)'.NA B 282 I- 1. /- I282 I- 10.00 Risk Category:11 Sraw Dural'ion:NA HORZ(LL):-0003D - - D 13 1-1 I- /10 9 I. 3100 EXP:D Kzf.NA HORZITL):0003 D - - C 1] /-30 /- I- /52 (- Mean Height:23 N fl Wind reactions based on MWFRS :0.00 Cotle l bWc BC M1 Meaep Factor:2.0TCDL:1.0 psf B BrgWid0i=d9 Min Req=1.5 200 BCDL'60 psf BMgCotle: FBC209 RE5 Max TC CSI'. 0.310 D BrgWitlth=15 MinRcq=- ndon:l 35 TPI SM: 2010 Mad BC CSI: 0.118MWFRB Parallel Oisl:OloN2 C BySiir. =1.5 Min Rtq=- 2L0" C&Cromt a'.3 eR FTr Fac No Max WeD CSI:0000 SearingSirisanand faresurfal fo from showed Any Flats T,0(ONS(21 Members not Iis1M fare farcesless than 375# GCpo.01, WAVEype(s). WUM Duration 133 WAVE VIEW Vec 1].02.028 OR3.t1 Lumber Tap rJrord 20 SP#2 BORATE-TRTD Bot chord 2x4 SP 92 Loetling Hiplack supports 3-0-0 selbatltfacka with no webs. Wind Wind loads and madiona based on MWFRS. Additional Notes Refer to General Notes for adtlilbnal informs n Provide(2)0.131'X3 0",mintoenaAs at top MOM. Provide(2)0131'X3.0",mintoe-nails at bottom chord 1NIIIrMb44�e ��J;oJGE SF % L. � T O �:Q a.41 1cs NAL AL 01/082019 •NJAFUNIS READ RAWINGLO ALL CONTRACTORS ^IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re trerriewreln laps lin M1 tllinp sMyp� gingMllin dna brawnu Ref<r to antl follow tine latest etli0 not BCSI BDlldina ComponeeP Safety Informatlon.Dv T�l an�'G�LA)f015arerynpradlces pPlor to pertonning these fundio^s nsunere snalPDromae to pore Orating BC51.Unless notetl P emn top choM sM1all nave proUert anachetl sV durel sM1eatOin d bondr0 CpoM gM1all ha p Orly aflache�r tl lin Loralions snpwn� ermanent lateral reagr2l t�f webs shall Pia brean ro"lalletl D<r BC51aect sB3�AP orr"�10. as agPliw� `SPP lel smeadiface oPlrugs antl Dosiuen hown above and on the Jom(goetails, a Iesa notetl olnelwise. Reler to ALPINE drawings t60Ad 18Y:P daM plat<pogmona. Alpine tlivis�aofcelTW B Id n ompon n6 GroP In shall not be resPonsl le far an evialbn from lois Brewin a failure to builtl Ina w vasa in krvSIPr�11,ar for nondnrP aS;i n . re1a11aban an8bracin $Pvngg gA..M an tM a.�aCY or :r%aP 515o Famm odxe �" lisin alt Erewin �inelcas�� ceoNttaanc� I ro�ess�naP 'g n9 d ponaPb llty sog lv rot �¢ P no�ri. Iry Itgbiliry s�� an� Pi of Nle � 4 glor any strut[ is Phe reaponaibiPiryrM lPre�uiltling Oea�gde pe(ANS)RPPP15�c.1. OnanEO FL.32811 me Mwmatlm ew Nla"E eMlneaervM elMa:FLPINE:wev '$aG. "wx.e6oMiv m',ICC'. wxe'uaek. 3EpN:]34988 TW NIP_ Ply: 1 JDO Number: 6513188 Custi Fall JRN 1W1L9353W94 FROM:TPP pry'. 4 (HERITAGE HOMES)3201DTHST. OIwNo: 0.19.115501643 Truss Unite HI93 .1. H: 302 3' "15 7'0"14 3'0"2 13 311"15 D 12 T231213 37'2"13 2.63 p r 1\14X6 C m is 6 V C 1 A 29'3" F E 2X4 =2X4(A1) �—2'9"12 7'0"14 J 7'0"14 Loading CMarle(pin Wntl Criede Snow CHbris(P9.Pt In PSF) DMC91 CIIMRe •Maelmum"N" "he lib) TOLL: 20.00 Wntl Sid. ASCE 7-10 pg:NA CL NA CAT:NA PP Oetla tion in Ro Utlefl LAI Grev'Ily Non-Gravity TCDL'. 7.00 Speed: 130 man Pi:RA Ca'.NA VERT(Ly'.-0.090 C Me 240 Lw R• /R- Ili JR. IU /ft BOLL: 0.00 Endosule:Closed! U. NA Cs:NA VERT(Cy: 0.181 F 453 180 G 259 I- 1- /- am I- Risk Category:II Snort geishas.NA HORZ LL 0 032 C - - E 119 A I- I- (8] I- BCOL: 1000 UP,D KG:NA ( , - DesLd. 3700 HORZ(TL1:00609 - D 58 o I- I- 20 I- NCBCLL'1060 Mean Heigh:30.36fl Wind reactions based on MWFRS Cade I de CNle0s Creep Fehr:2.0 TCDL'.40 paf G Brg WitlM=78 Min Rcq=15 Log 200 BMghe 2 4 2017 RES Max TC CSI: 0.207 BCDC 5.0 pst TPI the 2014 Max BC CSI' 0439 E Bry WitlM=1.5 Min Rep=- S,cingre9on:135 MWF RS Hamlet DIG:OMM12 - D Brg Wicti Min Rep=- Spacing:24.0' C8C Dist a:3 00 fl Rep Fac:Varies by LO Case Mex Web CSI: 0.125 Bass,G is a ngid surface L.from antlwall:Any FTIRT:20(0)l5(2) Members not listed heave forces less Man 3759 GCp:013 plats Type(s)'. Wind Dumi 1.33 WAVE VIEWVer 17.02.02B.0123.11 umber Top cM1ON 2x8 SP 92 BORATE-TRTD.T2 2x4 SP 92: Bat Mad 20 SP 92 Webs 2x4 SP 93 Special Loads ---(Lumber DufFac cl 251 Plate DuFFa<=1.25) TC Fmm Doi at -283 to 14 pit at 000 TC:Fmm 0pit at -2.01 to 40 pit at 0.01 TC From 2pit at 0.00 to 2pif at 7.07 BC:From 0plt at 2.03 to 4plt at 0.00 EIC:From 2plt at 000 to 2plf at 707 TC: -5316 Conic.Load at 1 62 TC6916 Conic.Lead at 465 BC 2010 Cors.Load at 162 BC 9316 Cone.Load at 4,45 �00,111lttrWRMe Wind p M H. k" Wind loetls and reactions based on MWFRS. Additional Note. s�\�rV10E•SF'• `- �'.. Refer to General Notes for additional inkstna8on d Proven,(2)0.131'?3.0",mintoe-nails at tap MON O- OB fi Provkhe(2)0131'k3.0",mintoe-nails at bottom MON. * ! a i S T 0 COA IS ONA . I m/oanol9 —WARNING- READ AND FOLLOWALL NOTES ON THIS DRAVINGI '-IMPORTANT" FURNISH THIS DRAWINGTO ALL CONTRACTORS INCLUDING THE INSTALLERS Twsses re4ye0� exbemeore Mfa tin M1 tllilM.Mi pi insMleng antl bhaci Rekrroald fellow tt�elatestedainpf BCSIBuilding Tinr1nemr59rel a se's ormaleon b T�laxn�'SIiCA)ror sa�ary piaGeces prior to peRo�ro 9Nese funGeons In lallem snalQprovitle to po2r� braon ps tl SI Unless nptetl oM1 top Mord Mall have pmpery aVedeetl simCur$sheatMng antl botlom CCMN;M1asl M1ave a prop y a aM$$p re tl S"InyooM1pna s n lOi ermenenh lateral r srsmt Of vrebs sM1all M1ave tintg s lletl per BC51 sEcO B3,B] or 910, p 5ca1�'e A pry ti les to eacn lace oPwss and ppsiaon M1own above antl an Me Joen lietael;, unless nolo)ora°erwise. Refer to ALPINE it_- gs 160A-ZRor s�antlar0 plate povtions. AtPine.a aMsien of ITW BV port¢¢�t55 Grppp Inc M1dll nd pe resyo le for any oeviatioRlrom Mis tl2 11��aa a, failure to builtl Me Vussen Omd rma^reiiM F�51�PC1 Or l01� Oln ;M1ippin sidlldlepn an�braan IVus53eaA IOn ppM1I;4rBw Of epa 6]50 Fwum)i lisun V.. ndi<ala a fence z; a aeons ineenn re o ;�b4n(y lel f tlea aM1os�l. <tRe fgbittTy Smoke ins antl t range �rawing i .ny s�rucwrefi.8h ;ponsi�ifilry �mlafiRg'b.aigder peYAN§I/IPI t 591.2. Orlando FL,32621 rt rbmHbnsw WleW xcb Abs'. ALPINE. wanrtl n SaG. wxw.WCMun mm;l<G wnw SEON:]%C62 Tat HIP_ Ply. 1 Job Number 01316B Cud:assess JRat:IWHL935900134 FROM:TPF On 2 (HERITAGE HOMES 132010TH ST, Does, 008 19 1155 026]] Truss Label: HJ94 I BAF 01,0862019 2715 2' 1"21 1" 7911P 3 D 004%8 T2 T T 23'11'12 12 C -'} 4.24 p T B as - r 11 1 22'3" A2X4 E 2X4(A1) 3'014 110' �---2.9"11 �' 3 4'D"1 Loading Crlbria 000 Wlna C~11 BOow CrBede(Pq.mm P;f) DaNCSI Cdbrla AMatlmum R..W.oa(IM) TCLL: 0.00 Wind Std: ASCE]-1D Pg:NA CC NA CAT:NA PP Deflection in Ioc Ude9 tM GmvMY Non-Gmvily TCDL: 7.00 Speed 1 S mph PF.NA Co.NA VERT(LL).-D 008 C 999 240 Loc R* JR- /Rh flew 1 U /RL BOLL: 0.00 End....Gosed Lu:NA Cs:NA VERT(CL):-0.009 C 999 180 B 273 /- A I. Y220 4 SCDL: 1000 Risk Category 11 Snow Duration:NA HORZ(LL)'.-O.OW C - - E 1 /-22 G 114 N4 I- Des LI 3].00 UP'.D Kat NA HORZ(TL)'.0.000 C - - D 16 /A I- 1- /10 I- NCeCLL 0.00 Wan Height.23.03 fl Wind reactions based on MWFRS Code1de BC201 Creep Factor,2.0 TCOL:40 pati gq Code: FBC 201]REB Max TC CSI: 0.305 B Bag Width-1 5 MmRcq=15 Soffit 200 BCDL S.Opsf g E By Width Min Min Rey=- Load Duration'1.25 TPI Std. 2014 Max BC CSI: BOaB MWF RS Parallel Dist:Oto M1l2 D Brg Bis argid5 Min Rep=- RepFec:NO Max Web CSI'.003fi Spacing.24.D" CBC Dirt a:3.00fl FLRT:20(0)15(2) Members list listed have forces less Man 315tl surface Loc.from endwal8 Any Gatio : 18 Plate Ty1N(e): Wind Duration:1.33 WAVE VIEW Vet 1]02028 0123.11 Lumber Top d10rE 2x6 SP 42 BORATE-TRIFID U 2x4 SP 42: Bat chord 2x4 SP 02 Webs 2 ,ISP ase Loading Hipjack Supports 2-10-0 sOback jacks with no webs. Wind Wind Baas and reactions based on MWFRS. Additional Notes Refer tO General Notes for additional Information Provide(2)0.131"x3.0",mintoe-nails at top chord Provide(2)0.131"x3.0",min.toe-nails 0 bottom chord IRrNMesw H vi ESF Qi ess, a o. oa * ` F i S T 0OF SOA aNa�.. O Amaro 01/082019 "WARNIND^ READ ANO FOLLOW ALL NOTES ON THIS DRAWING' -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmssesrequire extreme cafeinfabriratinu p�p�lin ,ahl in an;tallingantl bradn Roark"and follow Pre latest edition of 9CSl Building Component Safety IMonnaOon,pv TPI ana'SBGA)for a piad'ces pa0r m pedlrgm' g Nese functions In rafters shall prlwtle to po2ry bradnpp BCS'.Un'I lwtetl oAercnu.bermanasM1all b3 epmRe�Iy nacM1�d srucWral sheatRm dboVpn 0horighall M1avea properly anach€tl r tl IIMa L tlnns; 1« t term redralnt brw ose M1al�nava C 41n g93�Iea r 5 tom ulna e3,B] or 910, as aRPliw�l ceApyry ptares to oPwss an posltwn as mown a� and on tne�p lQDeulls. IPI�e tedeomerwlre. Refer to ALPINE drawings 160A-Z fb(slandartl pale positions. U p Alpine,atll ' on Id Builtln cc mDOngn ha Olid Iilllshall not be res onsiple for.any tldvobon from has an failure to Land Me m trussm r with ANSIIPrPIe Dpin nslalon, nanV m pl,Vuaa_aA salon ltl�a�rn'suX or spe 6]Sse F.mm Odve gN of,, .� 'n �iwaasaa ootfaanoe qF �ersmn ""ggin onalyb llty IeI 5p ibe aai�pn how�1. a I�oniry sone 305 a e Dr orifi g� raliYaWctun is YM1e re.pine��iejl"ry ormc"�u�dtR9 Dasi9rfar yeYANSIRP1152c. . on.ndl IL,32821 e inlamution see Wea minNee ewM tlln:ALPINE wwx unT%. wew :eBG'. wxr m',ICL:wore mek.251 SOON:7339S5 T49 JACK Ply: t Job Number: 85131813 Cuss:R93s3 JRe1: 1WHL93s30004 FROM TPF Ory: 0 (HERITAGE HOMES)32010TH ST. DrvN, OW.18.115503T83 Thus.Label: CJ65 I GAF 01NBRo19 2'11"11 "81-3 3 10.15 1"9 D T2 T T 209'14 12 m4XC6 �}�} 6 p v m B wnv A2X0 E =2X4(A1) 1 2,'11"1111"11 2 Loeb,CrXerks(p sI Wind Chapelle Searle Critadia(Perrin PSP Deal CriapeHe •Mainframe Reactions(Ibs) TOLL20A0 Wind SM: ASCE 7-10 Pg:NA CC NA CAT NA PP Delleclion in Ix ap/tle0 -iV Gravity NonGmivily TCDL: 100 Speed 130 mph or NA Ce:NA VERT(LLI: 0.004 C 999 240 Loc R* 4 R- I Rh I Per I U /RL BDLL: 0.00 Enclosure'.Closed Lu:NA Cs:NA VERT(CL): 0.005 F 899 IN B 274 A I- /222 1133 /105 BCDL: moa Risk Category:11 Snow Duration'.NA HORZ(LL): 0,003C - - E 45 /- I- /52 116 c Das Ld: 37.00 EXP:D KZC NA HOnCrL)',0,004 C - - D 34 A 4- /15 425 /- Mean Height.23.09 fl Codie I Mitac LNapaha Creep Factor:2.0 Wind muses s basad on MWFRS NCBCLL:10.00 TOOL 4.0 pi B Brg WWm=5.5 MirRel Soffit 2.00 COL. 5.0 asf ON Code: FEE 2017 RES Max TC CSI: 0.406 E Brg Wlom=1.5 Mln Req=- Loed Dominion.1.25 MWFRS Parallel Dist 0 to N2 TPI SM'.M14 Max BC CSI: 0 099 D Big Width=1b Min Req=- Speorg:24.0" CBC Dlst a:3.001 Rep Fac:Yea Max Web CSI'. 0025 Bearing B is a rigid surface. Locfrom endvall.Any FURT:20(OUS(2) Members not listed naw forces less than 375# GCpi'.0.18 Plate Type(al: Wind Duration'1 33 WAVE VIEW Ver:1101028.0129.11 Lumber Top chord 2x6 SP#2 B0RATE-TRTD:T2 2x4 SP 112: BM chord 2x4 SP#2 Webs 2x4 SP 93 Wind Wind loads based o^MWFRS with additional CSC embaraeagn. Additional Notes Refer to General Notes for additional informalion Provide(2)0.13113 0",min.Wei at top chord Provide(2)0,13113 W.min.We-nails at bottom CMM. _.Wa1NIYM9yh hh �PMEH• k'Qi '� s': vc sF .•o F�. i o. DS 1 pE S T O i4e COA ONAIEN,xM smww 014082019 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ""IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Campers it exVemA ran fabriwtiI I� efn an insWllin and bracin . Refer Wand follow the latest edition of SCSI(Building �J3el N lnfonnairioP.0Iwv I., Fa'r aagl;r imOmeS p$lor to perfoimin mese Mnctions I tallers anew provide tempora brawn er B�51 Unless npletl olhervase toQ�naond Mall have y opedy ttached struc(ual ahs tq� d bosom nord shall nav¢g pray A ona� d willn acaaons snows fur e t lakral reair2in, mel webs shall nav br s�a�itl r BCe I Ions B3,9] or Bi`, tls applrrzl�e A p�y pI nes to earn face otptruss dna poeilon as shown above and on tt a oin�Details, �w to otherwise. Refer to ALPINE mWlflga 180A-Z Wr slantlaM plate prsltirns. Alpine,a division of lTWB IeI,jF ponents GmppinC shall not be regoralple for anyoeaviation from this �pa dipy failure W build the . - huS5a In<pMpr gime w with ANSI I I or for hondllrl slli pm neyflab in antl bracin f tensa sA gill on thla tlri M1 r p pa 67W Favm Drive IaisUn '. f merles aacce tacnce f �euionap ��99in y E or�sQbalN1ryv fo�eN�o eM1e ams��'YYa 1iov�a. erabaiN sure 3os and ase of alilan�)awtng for yeP Whe Baereaponatiig(iry of then6u11e1RgO igae per ANbIRPl162 . . Fis e inbrmnion ue 0.611 and these weE uua: nLPmE:w.w.al In :90CA.w« mpCC'.xxxwawe. OdvAO FL,38921 SEDN:732686 Too ACK Ply: 1 Job Number: 013188 Culd Real JRN:IWHL93410Ma FROM TK Ory: 11 (HERITAGE HOMES P20 10TH ST. Dri 0011.18.11550730 Truss Le6el: CJ86 / BPF 01NBR018 12 C 6 B ]2310"14 m C) �22'3" A D X4(A1) 11111111 11,111 11111111 11 11 Loeaing CaMHe led Wlnd Create Sww QRaae mg,,mnPSF) Da8IC8lC H9 ♦Maximum Reddish.Blow) TOLL20.00 Wind Ski ASCE 7-10 Pg:NA CL NA CAT:NA PP Detached in loo utlet t/B Stuart, Neel TCDL: 7.00 Speed 130 mph IT NA Ce:NA VERT(LL):NA we R. I R- /Rb I Rw I U I RL BCLL 0.00 Enaosue Closed Lu:NA Cs:NA VERTICL):NA B 302 I- u 12W /190 I65 BCDL: 10.00 Rask Cat i 11 Snow Duration:NA HORZ(Ly:OM D - - D 9 1-7 I- HE /12 I- OesLa' 3700 EKIP D Kat NA HORZ(TL)'. 0001 D - - C - 1-110 I- )100 1124 1- Mean Heigh:22.56 flWind reactions baeed on MW FRS NCBCLL'. 10M Codal MbO Cril2M Creep FaDloc 20 TCDL:4.0 psf BM Code. FBC 2017 RES Max TL CSI'. 0.339 B Big W itlth=3.5 Min Reg= 1.5 Load 200 BCDL:50 psf TPI Std: 2014 Mu BC LSI: 0.038 D Big Width=1.5 Min Req=- LoatlDuntona26 MWFRS Parallel Dast Oto N2 C Brg Widm=1.5 Min Rep=- Spadng.24D" CSC Dalt a:3 00 H Rep Fee Yes Max Wab CSI: 0.000 Been,B is a dge surface. Locfrom ordered,Any FTIRT:20(0)15(2) Members not lasted more forces less Man 3759 GCpr O.ie PMte Type(s): Wind Duration:1.33 WAVE MEWVer'.17.02028.012311 Lumber Top chod 2x6 SP 92 BORATE-TRTD Bot Mod 2x4 SP 92 Wind Wand bade based on MWFRS wfh ad0a6onal CSC member design. Additional Notes Refer to General Notes for additional information porous,(2)0.131"x3 0",min,too-nails at top Mod. Provide(2)0.131"x3.0",man,too nails at bottom Mod. WHIWaar, 5 0. 08 * a _ 0 ?Q ° COA ONALE .r 01/08/2819 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' '9MPORTANI" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reu r e"xtreme care in hbacalirg 11a elan shi g metalling and to add Refer to Veto ley the latest edition of SCSI(Building Component S, lnfomrabon, TPI anO'S9CA)f�i u�ew pmc5cespri repeao�in-n tbeselu bons Installers shall p idetemppoorory amonga��yi? �St.Ugn�less noted o errnse dp chod shall Nave groped attached s loading, Shall C bon hod Mea Marx a proge"�Oy ass aRpSica�°ooA'IP"'Y yla es�o mace o use enE pOsltwlnl asmoven agove and on thee'Join�[lei�aseOu,assssr noted oibesiviise'.B7R°eler to it he 1602-Zf ra�a dad plate positions. ALPINE NE Alpine,a division of lT BVII'e C pod9nlsg r up In`�shall notbere;Donsgie for any deviation yen this orgwiny Y failure to build the truss in ffoo anceiN�N�I7otP11,or'or t' Ulrl sM1 aa ,installation anG bracing Mi seal on th"tlr8w1'tg or coverp 67M Fwm Wire gln1ryn i Emvm indica as ecc.da� Olga'ro�Wesail8 'g iir� re poet li{v oN1y rNO deal noon. The ;u1�P61litr sone 305 n1 $ f this �2wmg for ya4uctare l; map If otthe ullding Deaigrler ps A sar"ePII s$d.2. n lnlametion seerni tl all'M¢eweL ern: FLPINE: wnw um:TPI'.—,lIa. wxw eoMu9 <mm; ou: wmrmtle. OnanM FL.32821 SE IN 73/092 T57 JACK %y: 1 Job Numbm, 6513188 Cum Fears JRef:1WHLPKSWWe FROM:TPF Ory. 6 (HERITAGE HOMES)3201DTH ST. p kn 008.18.115508573 Trwe bbal: CJ87 / BAF oiffi 18 3'1"3 119"9 1'1 .1017-9 1'9"9 2 12 D 4 p \\\4X08 T2 T 30'7"6 T a B 11 A 1 1 29'3" F E 12X4 =2X4(Ai) 3'1"3 � 1'11"12 �- 3 Loading CrbMa(W Wine Crit a Snow CXMda(Pam in Pan Dall CMarla A Maximum ReaNOns(lbs) TCLL', 2000 Wintl SW: ASCE 7-10 Pg:NA Ct NA CAT.NA PP DeOeolion in IW(Med Lall Gravity NonGravily TCDL. 7.W Speed: 130 mph Ph NA Ce'.NA VERT(LL): 0.005 C 999 240 Lac R+ I R- /Rh 1 Rw /U I RL BCLL: D.W Endosu®:Closed Lu:NA Cs:NA VERT(CL): 0.005 F 999 180 B 276 I- A 1173 1194 /89 SCOL: 1000 Risk Category:11 Snpv Duration:NA Al 0.003C - E 47 1- 1- 149 117 (- Des Le: 37 W E%P'.D " NA HORl 0.003 C - D 35 I- I- 113 427 1- NCBCLL 10.00 Mean Heigh:30,03 It Code I me.Celeda Creep FaGnr.2.0 Wind mac5ons bases WFR on MS T. 40 psf B Brg Wrem=5.5 Min Req= 15 Soffit' 2.00 BCDL'.5.0 psf Bbg Code. FBG 2017 RES Max TC CSI: 0332 E Brg Wirth=15 Min Req=- Load OumGon:125 MWFRS Parallel Dun Oto M1l2 TPI SM: 2014 Max BCCld 0.077 D Brg Width=l5 Min Req=- Spacing'.24.0" C&C Dist a'.3.00 It Rep Fac Yes Max Web C51:002'2 Bearing B is a ugul sueace. Lochour endwallnot in 4.50 R FTrRT.20(0)/5(2) Members not listed now forces less than 375# GCp:0IS Plafe Typils): Wife Duration'.1.33 WAVE VIEW Ver:17.02.028.0123.11 Lumber Top chord 2x6 SP a2 BORATE-TRTD T2 2x4 SP 02: BM chord 2x4 SP a2 Webs 2x4 SP a3 Wind Wind bads based on MWFRS wilt Additional C8C memberdesgn. Addillonal Notes Refer to General Notes for additional Information provide(2)0.131"x3.0",mintae-reds at lap chordf Provide(2)0.13T'x3.0",mint be nails at botbur chard. NXg p yh M H " 5 i ,vE S T O •PillQ �O 'PA U t COA 9 ANAL 2019 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTmsses re xtreme tare in falpyr M ,handlin shilli 4tilling and bra n Refer band follow the%jest¢eNon of BOSI Guiding Componen�Safety Informatbn,bymTF�a �sBCA)fB'r uatlices prior to ber�oprgm' gthese funnans Installers nM1 nYrovide to porar� eracin BCS(.Unl s ogles o toD chor0 Si have pro attach a eNral sheathm and bon rE stlallI1av¢ pro y da l r id nn eLcmai ap %oermanent lateral Posh(t iwebs 58 at hav er o" `;ailed °ecnsi' oiona 03,Ba bio as aVPliraPie ceAD�Y tat sro rJr" (muss andp anion above and ont .�ntg0eaails, ul�less note themee. Refer to' ALPINE tlrawm9s t6A-Z fgr a�and°aid paate poshions. Alpine,a el'ys�baofcelTWB len pcompongt Grpp Inc hall nottheresponsible for.any�eviation from this er ap failure to build Ne w _ hu en alJ�lPrPlI l,orbe tlla,2 sliippina,Instillation and bracrrg 7q hussasAealonthe��'a'rX Covmap@ 67W Forum Drive IISfn g1f'�a'�^�'' YY Inrntisaahhua ec s�ooffaa Ce M Yro1re�slOnal n eX re Ponaib l'Nv solery� IM1edesr shov�n. The �e6ility Suit 300 ane h7 mis"Orawingf any a4uelum ism ponaibilrry roctM1e"�ulla�ng Desigrter helAI�S RPI 15gc.2. merM¢"0'¢ art ixew aIPINE'. xvnv on;TR. ww SBCA:nrexsb-dav ri —culkine Orlando FL,32821 Si 4085 T58 JACK Py 1 Job Number art 318B Cum Rates JRef 1WHL9353NM FROM:TPF Cit: 8 (HERITAGEHOMES)32010THST. DnMIO: 038.18.115509620 Train Labe: CJ66 I SAF 01N62019 12 4 C B T 29'11"6 611T A N 2913 1 D 2X4(A1) 1'1"3 - 1'11"12 w CMeda Ns0 1sBMDNCSI CMtla ♦Metlmum Reactions(lbe) 20.00 Wintl Ste: ASCE]-10 Pg:NA CL NA CAT: PP Deflection in lac Udell IHI Gravity Non-Gravey7 or Speed. 130 mph Pe.NA Ce:NA VERT(LL1:NA Loc R. IR- /Rh IRw IU IRL 0.00 End...:Closed W:NA Cs:NA VERTICy:NA 8 290 1. /- 1201 2]2 15] 10.00 Risk Category 11 Snow Duration.NA HORZ(LL)'. 0000 D - - D 10 15 I- 413 M 1- 3700 EXP:D ":NA HORZQL):0.000 D - - C - I-gp I- 1116 O9 1'1000 NenHeight 296611 Wintl reactors tame!on MWFRS Code I Mbc Claude Creep Faclar 2.0 TCDL 4.0 prof B BrgWMM1=65 Min Req= 15tion BCDL5.0p3f BMg OOee:14 201]RFS MxTCCSI: 032] D BrgWdth= 5 Min Req=- tior135 MWFRS PamIIN DntOtoN2TPI$a'. 2014 Max BCCSI: 003] C Brg Wath15Mm Req=- 240' CBC Oisl a:3.00 fl Rep Fac:Yea Max Web CBI: 0.000 Seeing B is a rigid surFace. Lac.from endavell:Any FT/RT:20(DV5(2) MemGers not limed have forces leas than 3759 GCpi'.0.18 Plan Type(s): Wind Duration:1 33 WAVE VIEW Ver 1].020211.0123.11 an Top chord 20 SP a2 BORATE-TRTD Bot Mom 2x4 SP A2 Wind Wind bads based on MFRS with additional CSC ember tlesign. Additional Notes Refer to General Notes for additional information provide(2)0.131"x3.0'. in tot its at top Mom. provide(2)0.131N3.0",min.toe its at bottom Moa. �dalriN11111RNMM� PN:..H• kR��.,� Y o. D8 1 coA ONAL��„t.�5 01/062019 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DMVVINGI ^IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tms3ea re 'eeAreme rare In lab(rca5n n dlin sM1l p y gtalling anti bre ngm,Renr to anticrWlw the latest tai0 not BCSI BUiltltng Components2ferylniormation. Tbl anBSeLA11�)Sa�ry"pr'athCes pr101 tO pe�o tI1Q5Q M11; OOns InstallQlS SnaI ALPINE QDIOV'IlQ to pore bract Ser 6051.unless noted o�ewnae,top Moa Snell pro etl adacnee atrud"ugialsGQa anon nom enroll ha�a�roeg��rDy a roto tl ceilln `torn s s fa nnanent nteral reasr�nt�f webs sM1all bav er oln esaa.',IleOop oBCSI secnons e3 p �a'�'e Apply IntesoeaM 'a'ce ot°tuss anti Doslaon sM1own above anti on� } O�[italls, fess none omelwnse. Rekrn 6] tlrawl�igs 160A-Z for slaatlam plate positions. Al iat,a0iviaionof llBlIlee Com nlsgr In M1all nql be res on 'ble forameeeviation imm thisergwin loi'urelo builtl the 1110 nformancei 1M1,�'N�I/�PI iPor"�OreM1 811npLL sti pin nl1a118n ane brach (Voss sA seal an tM1 tlr�wrX 50305 DriveDo IieinY Kiser Sn ntlntatesaacceats of Ye�ese�anat en n en ponslb lNv eof ly forth es'� n horn. Tlie euifgaFbility Sun.305 F and 0se of til �2wing for ya4ucNrels[n ponsnblliry'o�tQ{I �ulltling Dea�9de per AN31RQPlet S�u2. Down.FL,33621 Far Nlwmrtm E's eM Nee Nn:ALPINE-.wvu cm:TPr SSCP. wxr m;ILG vxx ole. NON:74W9 T42 JACK Ply: 1 bb Number: &513188 Cost R9353 JRN IMUG530x ,w TPF Ory: ♦ (HERITAGE HCME3 pM I.T.ST. OmNO: 006.19115512923 Tra Label: CJ89 I BAF Olffl 19 12 C g B T+23'11110 v 1 22'3" A =2M(Al) �1 3 Loading Crlteda 1p9) Wind Criteria Snow CdteNa tPg Pt in PST) OeNC51CMMla ♦Maximum Reactions(IW) TCLL 2000 Wind Std: ASCE 7-10 P,NA CC NA CAT'.NA PP Deflectionin be Udell Ulf Gravity Non-Gravity TCDL700 Speed 130 mph PL NA Ce:NA VERT(LL):NA Loc R+ I R- I Rh Iles, I U 1 RL BCLL: 000 Endosure:Closed L. NA Cs:NA VERT(CL):NA B 208 I- 4 1263 /175 AN BCDL'. 1000 Risk Capstan,11 Snav Duration'.NA HORZ(Ly:4 OND - - 0 12 I< 1. 120 Ill I- Des Ld 3T on EXP.0 Rzl.NA HORZ(R):0.001 D - - C - 1de 1- 186 1105 /- NCBCLLt000 Mean Heigh.2259M1 fodel Miac CHbda Creep FW.,20 Wind reactions based on MWFRS TCDL#O psi BldCade: FBC 2017 RES Max TC CSL 0.339 B Brg Widill=5 5 Min Rep= 1.5 Soffit: 200 BCDL.5.0 psi TPI Set 201# Max BC CSI' 0.0#2 D Brg Width=15 An Rep=- Load Duration'.125 Mi Pi Dist:0 WW2 C Brg Wedib=15 M'm Req=- Spacing:240- CBC Dist 0'.300It Rep Fac:Yea Max Web CSI: DOM Seem,B is a ngitl suffe. Lac,from entlwall:Any 17IRT:20(0)15(2) Members not hi have fomes leas than 395# GCp:0.10 Plate Type(s): Wind Duration:133 WAVE MEWVec 1702029012311 Lumber Top chord 2x8 SP#2 BORATE-TRTD Bot Moral 2x/SP 42 Wind Wind bads bO3etl on MWFRS wAb additional C&C member design. Additional holes Refer M General Notes for additional Information Provide(2)0.131'X3 0",mintoe-nails at Wp MON. Provide(2)0.13Tk3A",min,toe-nails at bottom cfroN. Mp{MMIMNgfr '�3''L��/AL1• 3 7 0 f•2 . cow 0NA w1#w`" 01/08/2019 _ ^WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWING' —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TWsaes r eel eme wre in fabnratin pp�� bn Mipppp�� 99 Installing and brarin Refer W?no fgllow the West gdiryryoan of SCSI Bmlc ing LomponenY'S felt'�Wrmatton,by TPl ano'SBpl)ig,shi%rn iaMces p and thedo8n n Meseu morns Installer spin ie poraryd brawn er@ I,Unless notNNNbervd .Wa�bortl shall M1ave proRetl aacM1etl sWdu�alSGeetl'1�rqq and hod r4hoN shall M1av pro all ate¢¢8rl tlondlnyaw0ons sM1own�o ane lla4ral resiratnt�iw bse call tie bra nsWlleOuper�C51 m1003 @3�Jo �10Y 5ta�e Apry y res to each race morass ane position as sna+m aoov don ifie Join�aetads, mess note�domenvlse. Reier to ALPINE Erawt�igs 1800-Zfpr s�antlartl plate positions. Al ine,ad' Ision of lPN Buddn CgOmpgnQ is Grou In sM1411 nq1 here onspple Wl^ny tleviatW Dem coca tlrevdn 1allure to Build ibe �lUyss In Confolmdoceµab ArlStPrP t,Of WfM1a OIirPippinq, nstdlblign entl blaC pot Ws s'}1 Ion Mi tlr�wrXg or cove ypg�Q Solt Forum Drive Ilsdn 11115 tlm In ILltlkeleE CCSYycent! o� iasSlOn 1 "gIn Hn re5 O Slb llty ealely(Of ry¢ 9I n clown. TM1e YI26ilily Drand(5 tl 9se of MTe �iawing tot any s,mcWre Is 810 mspon3iblPl�ry of aIle�uiltllRg'beagdar pa(ANB�RPPe13�c.]. Orlando FL.31e21 For roue inlamationar Nb'W rerY mM1¢ wxG sites'. ALGIXe.wxx risaCA.vwx m:ICC.xwx mNew _ l�iaaMu'n�mnnr Ma MeneYAmeiw'aW .u. u,dv,.1 aal smog n Primed Alpine,an ITW Company maga wmwman oeioim.suaature meat 6750 Forum Drive,Suite 305 be.eMied uamg Me argm9 ekctrmk Orlando,FL 32821 QPM IH�� ALPINE Phone (800)7itorco1 www.alpineitw.com ��,� •�pENS�>.!OL COAa0a7 mmw 'r 01/142019 ` No.70s6' OFFICE COPY STATE 1 'FC OR10 SS�OMAj. ,aaw Customer Gladder 85ans B1 Hilin SupplyJob Number 651318A rJ.b D dd (HERBAGE HOMES 13M 06TH ST — -- INdd DUVAL CTY ATLANTIC BEACH FL - _1 Design Code: FRIG 2017 RESView Version: FBC 2017 RES JRe/M' 1LO93530015 Wmd Standard: ASCE7-10 Roof Load(pd0: 20.00-7.00-0.0010.00 Wind m 130 Floor Loetl : None This package contains general notes pages,73 Mss drawing(s)and 2 detail(s). 1 01119.1506.33173 F1 - 2 011.19.1506.33057 F2 3 011.19.1506.33009 F3 4 011.19.1506.32074 F4 5 011.19.1506.31964 F5 6 011.19.1506.32088 F6 7 01119.1506 33383 FT8 2 PLY 8 011.19.1506.32897 F7 9 011.19.1506.32369 FT9 2 PLY 10 011.19.1506.33977 FT10 2 PLY 11 011.19.1506.33290 FT11 2 PLY 12 011.19.1606.33664 FT12 2 PLY 13 01101901506033322 FT13 3 PLY 14 011.19.1506.33493 F-r14 15 011.191506.32839 Al 16 011.19.1506.33385 A2 17 011.19.1506.32010 A3 18 011.19.1506.33337 A4 19 0/1.19.1506.33961 A5 20 01 1.19A 50532385 A6 21 011.19.1506.32214 A7 22 011.19.1506.31995 AB 23 011.19.1506.32978 A9 24 011.19.1506.34024 A70 25 - 011.19.1506.33617 At 1 26 011.19.1506.32915 Al2 27 011.19.1506.32136 A13 28 011.19.1506.33447 A14 29 011.19.1506.34067 A15 30 011.19.1506.32479 A16 31 011.19.1506.33134 A17 32 011.19.1506.33539 A18 Florida Certificate of Product Approval#FL1999 Printed 1/142019 9:01:46 AM « ! ! E !! # § ! ° - 3 82 ,! « EZ : } 9 S UBOTaa § Rn2 © oi _ � a Q | ' 030 ° E § |n > § In me. | p $ > u | \ _ 2 $» ! ( | §i9j90 / / 1pia ei.cnmm[Ma Men eWimw`aN muaagaOgihl SgMure. Prie[N moea wlnam aP miero. 1..t emral Alpine,an ITW Company ber ereiee usi�g[M«gea eiecamc 6750 Forum Drive,Suite 305 "e "a" i Orlando,FL 32821 ALPINE Pho .alp556061 www.alpinedw.com ��.-`v \GENCOA 78 , 01/14/201 NO.70 4r STATE y�om ? SSPONAI Customer. GledlerB Sona Building Supply Job Number. 6513164 Jab Desai tion: HERITAGE HOMES 32010TH ST. Address. DWAL CTY,ATLANTIC BEACH,FL 33 011.19.1506.32401 A19 34 011.19.1506.32276 A20 36 011.19.1506.33400 B21 36 011.19.1506.32260 B22 37 011.19.1506.32495 B23 38 011.19.1554.51940 B242 PLY 39 011.19.1506.34616 B25 40 011.19.1506.34725 626 2 PLY 41 011.19.1506.34085 B27 42 011.19.1506.32620 B28 43 011.19.1506.32650 C29 44 011.19.1506.32946 C30 45 011.19.1559,14627 C313PLY 46 011.19.1506.33196 D32 47 011.19.1506.32792 033 48 011.19.1506.32541 D34 49 011.19.1506.32729 D35 50 01 1.19A 5M.32307 D36 51 011.19.1506.34070 D37 52 011.19.1506.34180 D38 53 011.19.1506.32588 D39 54 011.19.1506.322" E40 55 011.19.1506.33883 E41 56 011.19.1506.34522 E42 57 011.19.1506.32790 E43 58 011.19.15M.32556 E43B 59 011.19.1506.32120 G44 60 011.19.1506.33149 EJ45 61 011.19.1506.32807 EJ46 62 011.19.15M.32542 EJ47 63 011.19.1506.33024 EJ48 64 011.19,1506.32838 HJ49 65 011.19.1506.33165 HJ50 66 011.19.16M.32775 HJ51 67 011.19.1506.32901 HJ52 68 011,19.1506.32323 CJ53 69011.19.15".32681 CJ54 70 011.19.156.33726 CJ55 71 011.19.1506.32182 CJ5fi 72 011,19.156.32183 CJ57 73 011.19.15M.33431 CJ58 OFFICE COPY Flonda Certificate of Product Approval#FL1999 Printed 1/14/2019 9:01:46 AM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2, and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSIRPI 1 and NDS, the National Design Specification for Wood Construction by AFBPA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19%and/or rause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation,the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing,wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 209a, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.ico-es.orc. Page 1 of 2 'General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL= Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)=maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. U#= user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value. Udefl= ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI =Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL= additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB =additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT= additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh= maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19"Street, NW, Suite 800,Washington, DC 20036; www.afandpa.org. 2. ICC: International Code Council;www iccsafe.om. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043;www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.toinst.orc. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 SIGN:T33606 T15 SY42 Pig 1 Job NomMc 651318A CUN:R9353 )Rdf I M09}W15 FROM'.KIS Ory: 6 (HERITAGE HOMES)=IDTH ST. OnvNo: :R1. 9.15W 33]]3 i TweLeML Fl TCC / 01/11(1019 711'6 9'11"8 19'11" 711'8 2' 9'11"B ��-2'6"--{-2'6^12—F-2'6"4 1.11"02V12—}-2'6"12— (TYP) =4X6 z&46 11138 4 C D E F G 1113X -2%4 T = 1m,0'1"2 V U T S R D P 0 N M L K W 1112X4X4 1113X6�3��3) 1113X4 11121112X4 1112X4 1112M HI3X4 1113X6[2070101 1112X4 9'11" Loading Cruwas Ad, and Criteria Snm CHNp (P9,PIIn PSF) D CSICMN4 4Mnlmum Rshouvins(Ib°) TCLL 4000 Wind Std NA Pg:NA Ct'.NA CAT:NA PP Dafietlbn m loc L/tlM LAN Gravity Non-Gravity TCDL1000 Speed: NA mph Pf.NA Ce:NA VERT(LLI: 0.199 E 999 300 Loc Ra 1 R- I Rh 1 Rw 1U 1 RL BCLL: 000 Endosure'.NA W:NA Cs'.NA VERT(CL):0.292 E 797 240 W 1003 I- I. I- I- A BCDL: 500 Category NA Snow Osumi NA HORZ(Ly: 0031L - K 1003 P Dee Ld 55.00 l- P'N 'NA HOURL): 0UsL - W Bq Width=5.0 Min Req= IS Mean Heigh:NA fl code/Mlac CtlAde Creep Factor:2.0 K ing W& = m Min Rep= 15 SoffitNi tO.OD TCDL:Alf P Soled 0 n MF NA f TPI Crib: 4 Z01]RES Mal CSI: 0.031 Bearings W 8 K are a mrigidmmi les Ps Members not p Ch haw:forces less Nan 3) Spatting: 24 n:t00 MFRS Parallel OiM:NA TPI SM: Yen Mn BC CSI: 0.604 Maximum Top Com, Forces Per Pty Rha) Spacing:24.0" CSC Dist a'.NA fl Rep TT1 Yea Mn Web CSI: 0.550 CMrtls Tena Comp. CM1ONs Tens, Comp. top.floorentlwall:NA Plain Type(O(2) LNAWind GCtion N PAN Type(s): A-B 0 -690 E-F 0 Wind Dumign'NA WAVE VIEW Vo 17,02,0213,023 11 B-C 0-1]00 F-G 0 -2421 C-D 0-24111 G-H 0 -1]1 Lumbo D-E 0-7]104 H-I 0 -e'M Top cbo 4x2 SP d2 Bot 4x2 SS OeDenniMaximums.Maximum BChord Forces Per Plyns Webss sty 4x2 SP n d3 CM1atls Tens.Comp. CBONa Tena Comp. Plating Nobel V-U 1P1 0 0-P x120 0 All plates are 3X4 ncept as noted U-T 2151 0 P-0 2659 0 T-S 2151 D O-N 2154 0 Plate Shift Table S-R ON 0 N-M 2154 0 JT Plate CMrd JT Plate Chord R-0 V14 0 M-L 100 0 No Size Sift Bite No Sire Shifl Rile I3I Ml 1.75 L 150 120) W3X6 1.75 R 150 Maximum Web Forcn Per Ply(the) Additional Notes Webs Tens Comp Webs Tens. Comp - RemrtoGeneralNotesroretltlitonalinformation A-W 0-101] F-O 0 -432 2x6 continuous strongback.See retail wµLNx"rrL".ag0ylorhp.. A-V 1155 0 0-G 402 0 STRBRISR 1014 for bracing and bridging 40 H, /� .y V-B 0-113] G-M 0 -75 wommendabons. �he=,,.., y'1xP 3, B-U ]W 0 M-H ]94 0 Deflection estimate anumes composite action with ,n` ptr U-C 0 -TM H-L 0 -1130 single layer of the appropriate span rater glue-nailer SSS '°,`(vjE •JC ;� C-s 497 O L-I 1154 0 wood sheathing. �r _ S-D 0 -092 I-K 0 -1017 Truss must be installed as shDwn with top onortl up. U 08 1 • Q 17 -393 if * � 8 S T O rQFs, W co,, FS ONAtL rNm ov14rzo19 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re re exbeme care in fap' tin M1antlllrrgg ab1Up� g, @tailing and bmi, Refer to tl li Ne latest jit on of SCSI(Building Componengt Satety lnrormaUon,pv TPl an�SBCA)Mi salerynpradlces priorte pe0o gihese�unrAons Insiallerss all provke temporary araclnp BCS(.Unl¢ss noted oillervnsa,top cMrd shall M1ave property a6acbed st dur sueatbing nE bo(p1q GnoN gM1asl M1ave properr 6acM18(Pnpp c lin L bon;;naNn ror permanem lateral m;Naini Mw¢MVe aall� $r1aa pP��npsldiled ¢r B nJo1 get B3,9i or tltoY asaRPIIFaN Ap�Y lafesto acniaceofvussanrpOselon assnowneW tlODt�eJDinTUetalls, uDle tetlOMenvlse. 0.ekrlo ALPINE it.r,s 1soA-z Ig s4 nealr plate vositbns. AI 'ne.a ri(isron of ITW Build1nO C pori¢n1a GrpUp In hall not be re; nslple ror any eeviation from finis emwllla any failure ID built Ne . m. p�1y3S in wnlorm�yancye w'll ANSIRPI ip,oMr to 11 rl yslli D1na, glallab antl brawny iNggnp ye ion ib�yOr3yvrvlM1qq o'%6payy 8750 Forum Dove m IIetI Mlg Prtlr�si"�ewr CBj° °t `B 4:Igen @Triol ng .non galb4flry Diel �OrtM1e tl¢Elnc.ahown. TM1 'GEiIKy Suim3M and"�geq Bora smdure ponarbilm/of iM1e9u�Itl�Rg�nigd°r peyANSlrtPlt$FS Ftt mole lnbrmationw No tris nm'.ALPINE'.vox mn iPf conn a13BCF:vox m',ICC'.wow Oeenen FL,32821 SI ON:733613/ TB / SY42 Ply: , Job Number. 051310A Cuts RRB353 JRef:I M1O9353W15 FROM:KAB Ory: 9 (HERITAGE HOMES)32010TH ST. GwNo'. 011.19.1501 as Trans Labac F2 / RM 01/11=19 2'10' 109'8 12'89 22'9' 2'10' 711.8 2' 9'11.8 �-2-4" 2V 1 2.6.12--k-76.4 1'11'8 24-12 26.12— (TYP) =4X6 =2%4 -5X10 IIISXg1B]BI =3X6 -W=3X0 I13%4 9353 ` EDN:IiAs / TTfi / 6V43 do, (HE Number MESA CUA: 011.1JReG ,3W09 530015 FPOM:IWB oN: 9 Truss lAGEHOME6133010TH ST. OrwNo: 011.19.1W833W9 _ Truss LaEeL F3 / BAF 01I11Ye019 5'1"8 T1'8 12'3" r3• 5.1"8 2' 511.8 2B" 2'3" 2'3" (TYP) -3X4 =2%4 , E a SEAN:]338191 T2 I SY42 Y. 1 Job Number 611316A C-9 RR9353JRIWHO15 FROM:HAR pry'. 2 N: W53W (HERITAGE HOMES ST. Dm'No: 011181506.3211]4 Trove Label F4 / BAF 01111Q019 2'4"6 1 2'6"12--}-- 77-4 2'6" (TYP) 113X4 =2X4 =3X4 i e SEON:MINI T143 IMP_ Fit: 1 bb Number: &U318A Cust RRgM3JRN tWH093530015 4 FROM:IWB Or, 2 IHERITAGEHOMES Q2010THST. OrwNo: 011.19.1506.327`75 TweLebel: HJ51 I BAF 0111t4o19 1112X4 12 C 4.24 [--- 11'4"11 B n b5 �IA 2 ODt4 3X4(B1) 1112X4 2'9"11 -1 271 2'7"1 Loading Crrbene IPal Wind Crill Snow Carbide(lk,FRI DBflICSI Crilkie ♦Maximum Readiona(IM) TCLL 20,00 WI110 Std: ASCE]-10 Pg:NA CL NA CAT PP Defledpn in be Udell U# Grevily Nor- myl TCDL: 7,00 Speed 130 ini PLNA Ce:NA VERT(LL):NA Loo Rt IR- IRh IRw /U IRL SCULL: 0.00 Endowme:Closed Lu:NA Cs:NA VERT(CL)'.NA B M I- I- 1- /135 I- BCDL low Risk Category:II Smsv Duration'.NA HORZ(LL): 0.002 C - - D 24 I-3 I- 116 A I- EP:0 " NA HORZ L-0.002 C - - C - 1-28 I- 1- 142 1- NCBC Des L L:10.00 3000 Mean Height 15.00 fl 1 Case/Miac CrNene Creep Fedm 2 0 Wind reactions Meed on MWFRS TCDL 4.0 part BH Code: FBC 201]RES Max TC CSI: 0093 B By WiON=]e Min Red= 15 LeaScid 200 MF SOpd g D Big Width=l.5 Min Req=- LoadDura0on:1.26 MFRS Parallel Olat 0tq R2 TPI Std 2014 Max BC CSI: 0046 Spain,, 26 D" C8C Dist a:soon Rep Fac:Valles by W Case Max Web CSI:0 004 Beamer B Is a died L Big Width igid Min Req=- pariLoc.from enMaall:NA FT1RT.20(D)15(2) surface. Members not listed M1ave roroes Ms than 375# Galion. 1. WAVPlane Type(a): Wind Duration.1.33 WAVE NEW VeL 17A2.0213.0123.11 Lumber Top chord 2x8 SP 112 BORATE-TRTD BM chortl 2x6 SP 112 Webs 2,4 SP#3 Spacial Loads ---(Lumber Dur Fee=1.25/Plate Ds.Fac.1.25) TO:From 0 elf at -281 to 55 pd at 0.02 TC:From 2 p at 0.02 to 2pit a1 2.58 BC:From 0 pit at -2.81 to 4 pit at D.02 BC:From 2pit at 0.00 to 2pit at 2.59 TO -6 Up Conc Load at 1 44 BC: 34 Ib Conc Load at 1 44 Wind Wind leads and reactions based on MWFRS. rblµNMnry/w? Adi itional Notes Refer to General Notes for additional infomadi \�..•C•�i.. .fRi�'4n . Prodde(2)0.131'13 0".mindra is step Mord. �yr�JOE $ . Provide(2)0.131'13 P',min toe-nails et todom MON. '- � 9�Fs t mss' cow ONAL laws 01/14rza 19 WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r¢ creme rare In hay bng,M1aCnelin ,aha 9.installing and bradn . Refer to?no fellow 1be latest eeln of BCSI(Buililing Componengi 522lety Information. T Iane�15599CHH)fe �ery"praMces prior to pelt ming Nese�motiom l lallerse at provitletemp 2ry bradn 0er 9051 Unless ngledboyjll ,top r11oN shall have royerly abacM1ada sudoral sM1 n F, E bottom M N shall have a groped asache dcellln LOGIIona 911 umm lateral regsralnl bf Webe 6h 1�have bean @.,II¢tl rB031 omne B3 B] B1 UppinaMe ApgI latestopach,faree Vussain position hmvnaboveancontheJoin��etals ung le f emse. Re ALPINE mwmgs 160A-Z fbr s anMN plate po cions. Al¢SeM1a di ]cion of lTWB I " ponenis Grou Inc brill nlntabe reS S� Ie fofany tleviation from iM1ls tlr failure to build the µ 14 do w�rormallce wnh krQsiF��ii,orrorhanaulP�,shiapm�, IaIMt "n�maon,+ofirussesA�eal on meX oroovespla 6]`A FDNm Dnx¢ tin M1a mno Mtlica[[apgg acre once pl a eeaiane ''99 grin rad o sblrymvi soleryry 1111¢¢tl s n M1av�n. TM1e 'f4ibilily Suite 305 and Is of ibis �iavdng for arty ePudure ie tnl ponsibiliry olihe<�uil01Rg�3es�gde pe(AI�3)?PIt SYc.yl. Fa we hlwmae nNla" nLPME wwn.N lrc ;SaW. wmv umaLC wxx csak.22 Our..FL 32821 SEON:733763/ 764 / HIP_ Pty: 1 Job Number: 65ll16A on RR33531Ref NM09353I015 ' FROM:IWB GIy: 2 (HERITAGE HOMES)32010TH ST. Drow 011191506IMM Tno Lapel: HA52 / BAF 01/11/1019 2'9"75 4'2"15 2.9.15 h D 12 maxs T ,z•z••,a 4.24 1—, C T B in tv �IA ll " 10-1"2 1112xIF 4 E --3X4(Bl) F- 2.6••71 2'11"11 1'3"4 2'71"11 _ 4'2'95-' Leading CHteria tpp Wind CMxrie So.CrIterla(P6Ptln PSF) DBSICSI Crthrb A Maximum Reac0ona(the) TCLL: 20.00 W[nd Std: ASCE 7-10 Pg:NA CL NA CATINA PP Detlattion in loc Udell Let Gravity NonGravity TCDL: 700 Speed 130 mph Pt NA Ce:NA VERT(LL)'. 0.002 F 998 240 Loo R* IR- I Rh /R. 1U I RL BCLL: 000 Endosure:Closed Lu:NA C. NA VERT(CL): 0.006 F 988 IN B 190 /- I- A 1133 /. BCDL: 10.00 Risk Category'.II Snow Duration.NA HORZ(LL).-0.0(11 C - - E 63 /-9 1- A /19 /- Des Lil37 W UP:D Kat NA HORZ(TL):0.002 C - - D 32 /- I- /1 1. /- Mean Haight 15 00 ft Code I Mil Criteria Creep FardoC 2.0 Wind reactions Eased on MWFRS NCBCLL:10.00 P TCDL:4.0 psi B Brg Width=78 Min Ron= 1.5 So200 El 5.0 pef Bell,Code, FBC 2017 RES Mex TC CSI: 0.084 E Big Wdth=15 Min Req=- Loadod Duratlon'1.25 MWFRS Parallel Dist:0 W M2 TPI Std 2014 Max BC CSL 0.0]2 S eon :24.0" CSC Dist a.3.00 ft Rep Fac.Vades by Ld Case Max Web CSI: 0.020 D Big WItl(M1=1.5 Min Req=- P 9Bearing B ie a rigid surface. I. from 018 endNA PTIRT:20(0)/5(2) Members not listed have forces less Man 37"GCpi:0.i6 Ty ): pels Wind ona 3WAV Dureti 33 WAVE VIEW Ver 1)02 02111 Lumber Top Mad 2x6 SP k2 BORATE-TRTD T2 2x4 SP 82: Bot chord 2x6 SP%2 Webs 20 SP A3 Special Loads ---(Lumber DUCFac.1.251 Plate Cur.Foo=1 25) TC:Fran OpBat -283 to 15 pit at OrM TO Fran URI -2.81 to 40 pli at 0.02 TC:From 2pg at 0.00 to 2plt at 4.24 BC:From 0plf at -2.63 to 4pit at 000 I From 2pit at 0.00 to 2pit at 414 TC: E to Conc.Load at 144 1 34 to Conc.Load at 1.44 Wind WNIWBWry Wind loads and reactions based on MWFRS. x Additional Nota ' Refer to General Notes rora0te-nes information chord, ...... •Sri •• yx Provide(2)0.131'k3.0",min.toe-nails At lop MON. Provide(210.131'kB0",min,toe-nails al bosom chord o. O8 1 est S T O ; 2 9�•.�A� .•' 4sa" Fac `••....•� ...G��sP COA s ONAL r 01/14/2019 '•WARNING•' READ AND FOLLOW ALL NOTES ON THIS DRAWING' •IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmsses re re extreme care m fap Mm E elin ahi ping lalling and b2 n Reror ro rid(glmw ala est ]lion of BCS'(Buildlrg ComDonenPl '2I¢ry Inrormabon,b�T1�I en�'S�CA)�or sa�eN pieclices pnor to per�o�ning tnese�u Eons In tapers s all provide lemporary _ bean �CS1 Unl x noted o toprchord shall E2 a propceertNy anaUeRa'mdural sheal0in d bottom hora snail nave a roge0y atslaaMgg acedin9��ocations she nfoi manent lateral reast S'ntIN weesa at br9anv s�aileay2 BCgSl sections B3,B] or 1 ap lCa�'a 814 sr ape daceol rIssandposition hownaboveandonthe,JomrDEl311a, iIIfessnotedothenmse. Refertp' ALPINE reWgo,160A-M P nWda�plate pos0ona. AI Ise,a tli si"en�ITW B e Componeme Grop Inc hrnll not be re ons' le ror a evialion from tots erawln failure to build the ," "" Ias'n c9nrio m�'NSIiI 1.or for M1a dl'� sEl atallab an�Eracmpmo�vuaaesp x.I xn iM1 aar�wiX or C9 arY Y0 6750 Forum Dave nbn tM1'a erawin i�dicatei aacceotarice e�nas�8n I' n9 s'bility solei (orthe des�yn shov�lt TM1e sL�oOility suite 305 and �se of MN g2ar br yeirudurepa torr pomibilrry o(Vren�uiltllRg Oesigder perAN51rtP1182a2. For inlwma ee Ni¢ ALPINE. w.w :SBCA:w m'CC xwx Wen&FL,32821 FROM: 1918/ TO / JACK Ry I JOE NumMr: Bs1318p DmNa R9333vRef 32M3 53WI5 f FROM;KAB Ory: 1g (HERITAGE HOMER 112010TH 5T. DrwNo: 811.19.15013.32323 � Tmu LaEel: CJ53 _/ BAF 01/11QOt9 b 15'15 B 5'1'3 19'15 34"11 D ,Oil 139'12 T2 5 T �TTj 12 � M`6 o � a B 1 p 1 Jttlt F E 1 �' U =3%4(82) 1.1x•4 3'2"15 r10'4 '1 Loading Critede(po) Wntl CrIMrM Snow Cetsde(Pg.M In par) Orsi Chi A Maximum RKcliona(lb.) TCLL 2000 Who SM'. ASCE 7-10 Pg:NA Ct'.NA CAT:NA PP Dell in la I-Ref! LM Gravity Nrn-Grevtty TCDL'. 700 Speed: 130 mph p(NA Ce:NA VERT(LL): 0 013 C 999 240 Lac Ra I R- I RM1 /Rose I U /RL BCLL: 000 Enclosure.Closed Lu:NA Cs:NA VERT(CL): 0.021 C 00 160 B 331 /- I- 1253 AR 1110 BCDL: 1000 Risk Category'.II Snow DuraOon:NA HORZ(LL): 0.000 C - - E 102 /- I- 99 20 1- EXP:D K]t NA HOWIT.): 0.015 C - - D e] I- 1- /41 152 1- DKLd 3].00 Fac Mean Heigh:15.00 fl Wind reactions based on MWFRS NCBCLL 1000 TCOL.4.0 st Botle/de Crllarfe Creep Facroc 20 $OIfIV 200 p BMg Lytle. FBC 2017 RES Max TC CSI: 0212 B Brg WdM=5.5 Min Rep= 15 BCDL 30 psf TPI SW: 2014 Max BC CSI: 0.151 E Brg Width=1.5 Min Reg=- Loatl Duration:1.25 MWFRS Parellel Disc 0 to N2 D Brg Width=1.5 Min Rat=Spacing.24.0 C&C Dist R 3 00 fl Rep Fac yK Max Web CSI: 0.075 Bearing B Is a hold surface. Loc form endwall:not in 450 fl FTIRT:20(0)15(2) Members not listed have forces less than 375A GCp:0.10 Plate TyPe(s)'. WIM Duration.1.33 WAVE VIEW Ver:17 D2 028 0123 11 Lumber Top mord 2x9 SP V BORATE-TRTD:T2 2x4 SP In Bot chord 219 SP As Webs 2x4 SP n3 Wntl Wind loads based on MWFRS with additional CBC membertlesign. Additional Not. Referto General Notes foraddiSonal Information Fronde(2)0,131'W'.mintoe nails at lop chord. ProMe(2)0,131-0.0",min,toe-nails at bottom chord. NunnmWNWbv o. 08 t .,6E 5 T 0 aQ s W. ........... • COA sS.. NAAIw��w. 01/14/2019 -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING/. "IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesre xireme rare In labricatinuu ryry22((IIdlin9 sM p� g ;lalling and Eradn . Refer to antl follmv ole la est¢dp of SCSI(Building Componen�5efery lntortnatlon,pMv TPl anO'Stll;A7 tp)sa�erynpretllcespa oto pedo�mi these lundrons lnslal�ers sM12lPprovitle temlw2 bbradng BCS/ Unless nrtetl olllerwise,rop cM1orb sM1all(lave prapedv [IacM1etl aWd al aM1ediM1ing antl DMI M1Ord;M1all have a pN arty tiacde d � LoraEonssp %oermanent lateralrKlramt of weds shall nav er un eslalledup oBCSgl aecbons @3, dila Lce�e rA ply la to the _ (Wss and position as shown above and on ih .�o IgD Calls, fess notes otherwise. Referio' dra.PRga,BDA-zBrr bPantSam pP(aaie prbiornb' ALPINE AlAlpine.ad'rvisbn of lTNB 'Mn CC Von nt G >np In sM1all npt ppee na bre for an viation form ibis Rlr'w��,a roiwre t�hausa truK In conrormance gpBIkkINSIITP 3h n� ippinp, staatan0 brawnQ �iruu¢ A 9 1 on t r pa�e 6]5o Forum 0nve y plSoee bin ,Intl e W lKSlra pgla re pone141ity Klv for the tlK' EM1O a. The sU EII E � tthi " g�or any structure is�ne respona�ElP(Iry �tP{I �u'Itl�ng Desiglier pe(AN51/IPI1i.2. Sulk 303 aM Ne¢eweE¢die¢.gPINP.rww tort iPl. w.w IseCP'.mvvs[dnaua� m IGC:wxu251 Orism,FL.32821 SOON:'" 11 T89 / JACK Ph,I Job Numbr:e65131 BA Cus1:RRMG3JRef 1WHD&t53W15 a FRO,Me Ory: 10 (HERITAGE HOMES)320 VITH 6T. D1wNo: 011191 Me 32MI Th Tes Labe: CJS" / !IAF 01/11(!019 3'1"3 11615 -�¢8 ,'4"1, 1'6"15 9 D T2 T T 129"t2 ,2 w4%6 T I �I--�'-Y�} 8 � B N n Ed A 1 l ,D',•2 12X0E tLc� 4(12) 1'10"4 1 1'215, 1'10'4 3'i"3 Loading Chloride(Pah Wind Crltella Srmv CriteriaFF,Pr in Pi DeNCSI Crbade A Manamum Radial ill TCLL 2000. W 1M SM; ASCE].10 Pg:NA Of NA CAT;NA PP Delleckon in loc Udd LW Gravity Non-Gravity TOOL: 7.00 Speed: 130 mph PL NA Ce;NA VERT(LL); 0.002 C 999 240 Led Ra I R- I Rh I R. I U /RL Bl 0.00 Encosum:Closed Lu:NA Cs:NA VERT(CL)',0003 F 999180 B 271 I- /- Q19 1B4 all BCDIL 10,00 Risk Category'.II Snmv Duration:NA HORZ(LL): 0002 C - - E 57 I- /- 159 ill I- Oea Ltl3].00 ORZ L:EXP;D Km.NA H0002 C - - D 34 /- /- /16 119 I- '. lT ) Mean Height:15.00 ft Code Mlac CrNeda Crce Fadm'.2.0 B deal Oared an MWFRS NCBCLL 1000 P TCD!d.O psi B Brg WitlM=05 Min Req= 1.5 Soffit 2.00 UCO!:5.0 psf Bl lid 2 4 2017 RES Max TC CSI: 0.315 E Brg Wide=15 Min Req=- Lead Duration:1.25 MWFRS Parallel Dist 0 fo N2 TPI Std 2014 Max BC CSI: 0018 Spai 240" CSC Dist a:SCO ft Rep Fac Yes Max Web CSI'. 0036 DSr,WkftBoeing Be ltlsurlace,Min Rest Led,from endeall:Any FTIRT:20(0P5(2) Members not listed have forces less Man 315# GCpd:010 Plate Type(s): Wind Duration:1,33 WAVE VIEW Vac 1T0202B.Ot23.fl Lumber Top Mom 2x8 SP 92 BORATE-TRTD:T2 2x4 SP Y2: But chord 2x6 SP g2 Weeks 20 SP k3 Wind Wind loads based on MWFRS with additional CBC emixudesign. Additional Notes Peter to General Notes for additional information Provice(2)0.131'kSff min.toe-nailsattopchard Provide(2)013lN3D",mintoe-nails at Wtlom chord. .1Npyb kR�%e E 0.708 1 * • ,pt S T O ,L4a 9� tiF< a 60 IV coA SSS QIN w 01/)4/2019 ^WARNING' READ AND FOLLOWALL NOTES ON THIS DRAWINGI TT "IMPORTANT" FURNISH THIS DRAWING �YTOgALL CONgT�RACTORS INCLUDING THE INSTALLERS t Gomponee45afery lnformceatiory b TPI e�'SBCA)nroi saieprynpiaddesnprlo tr o Pae orrmi g tthesband N�drollns handles editionhlrovide erhBlmrang amcing BCS!Unless ngtetl o�llenvise,io fchom shall hie progeny attached eVucarral Sherr d total shall hav�g prdgeX flach6d rigid lin orations shown for manent lateral restraint of webs shall ham a 4n Qs Sued p CJI s o ions B3,B] or 010, as aRPkral�e L"Ap ly �atea m each hce.otpthuse and position as shown above and on ifi 1`111 tells, f ss notedeotherwlse. Rarer to ALPINE tlmwings 16&-Z igr s� ENt plate Positions. Al dna atliy�SmsorelTw By�Ir1�n omponQ gGrp pinc sM1all nal be tea ns'ble totally peviatio hoe this rll swill any failure to buutl the l�S61n nNf MAN5/TP 1,011011 dli�f shi➢P�n sta^latan�blaon MWsae9P ton[II tlf�willp Of e1 6]W Fwum Drive i tin tM1is rawinYYntlicaaea acceptance QF e�risslonalq n9 abil'av sole) for �¢d hown. euoiliry suite 305 and �se o�mlap Ing foralry elrucNre la Rl ponaibilny otllien�uilEi l�g OesigllerpeyANSIRP11cec.FL. Fw le iNarmew wNboEe ALPINE.xwx.al In IaaG.ww m:1LQ ww rsaleo Ona'14o FL,32821 SEQN:]3MM) T90 / JACK PI, 1 Job Number 65131 8A Cud RR9353 JRef RMHOG,5b315 F FROM'.KAB Qq, 10 (HERITAGE HOMES)32010THST. DrwNa. 011 19 1506 33726 Truss Label: CJ55 I- DAF - 011112019 12 6 � T 11'3"12 B I 2 in Lp � q 1 10'1"2 D 3X4(B2) 1 1'11"11 T 1'1"3 i 1'1"3 Loading CrBarla(pep Wind Cmada Snout CrRxHe(P9,Flln PSF) O WCSI Cd 69 ♦Msalmum Reactions(lbs) TCLL 20.00 Wntl SIP. ASCE]-1D Pg:NA CL NA CAT NA PP Deflection in lac Udell LM Gvgy Non-Grevny TOOL. 7.00 Speed 130 mph pB NA Ce:NA VERT(UJ.NA Loc R. I R- I Rn I R. I U /RL BCLL 0.00 Endosure:Cbsed Lu:NA C. NA VERT(CL):NA B 2)o I- I- 243 1130 /52 RCDL 10.00 Risk Categoryal Snow Durefion:NA HORZ(LL):-0001C - - D 17 I- 1- I16 M r. E . Oea LdM) D KstNA : 3).00 HORZF act 0001 C - - C - I-76 a /62 189 I- Mean 4.0dight.1500ft WindreactionsWilts bash on M FRS Ming NCBCLL: 1000 TOOL'A U Cade l Mlac Cdteda Creep Factor 3 0 SOMI: 2.00 Pat Bldg Cafe: FBC 2017 REB Max TC CSI: 0.315 B Big Width=5.5 MN Rep= 1.5 BIWIF 5.0 psi TPI SM:2014 Mss,BC CSI: 0.016 D Big Wimh=1.5 Min Rep=- LoatlDuration:1.25 MWF RS Pa 3.00 Diel:0 mM12 C Brg Width=1.5 Mln Req=- Spadng.24.0" C&C Dist e.3.00 fl Rep Fea:Yes Mat Web CSI: 0.000 Bearing B is a ugsd surface. Loc.from endwall:Any FTAT:20(0)15(2) Members not listed have forces less than 375N GCpi:Bib Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17,02.02B.0123.11 Lumber Top chord 2x6 SP n BORATE-TRTD But Chord 2x6 SP k2 Wind Wind loads based on MWFRS win additional C&C member design. Additional Notes Refer to General Notes for additional Information Provide(2)0.131"x3.0",mintoenails at top chord ProvMe(2)0.131'k3 P',mintoe-nails at bottom chmtl. 1xxrMarya MIq � .....H:. .. vcE sF 0.781 e.E S T O m = COA F`s.�ONAI 01/142019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ^IMPORTANT" FURNISH THIS DRAWING TOW CONTRACTORS INCLUDING THE INSTALLERS TTrussesre re extrememre in fapr' On ,M1anmin sM1i ping instautpn'and bra 'n, Refer to and follow the latest edition of SCSI(Building Componen� tery lnfommtlon,pv TPI an�SBCA7 f�'r saPeQy piagmes or tc peo g Nese tundlore Installers snail de tempora _ aradn BCSI Unless nMetl olM1erwiSe,top cnortl sM1all have properttyv KacM1etl atrudurel sheatM1m d boX crywd gM1�have a pm tlarh�8n Mc Iln ocabons mown for ermanenl lateral respaint bfw bse Ball hay tit do �Ileduper�CSl sections S3.B] o �1� as aRPOpaO� PA'PPpY tl tes to each face p�wssand position as mown aeOov don ihe.id (Details, less noted olnerwise. Refer to ALPINE NEma-mg 160AZ br s4antlaM plate pospions. Alpine.adlvie not lTNB ompon¢ofSG pinp lnp tial!rpt be resp ns Ele fofonopeviation tram 0is drgwiny ny failure to builtl. m m A' sm anceinnn k{f5�4Pr81 t to 11 n'01 shl pin ns111atl6n and braOGng flrussesA seal on ihu tlr2wiM1 or ua 8]`A Fsmm Dhw �is3rgsfeo m mssy tansy or Yro�'easPona ""gg� do Mu sourllyv�ortllrr¢dd a'an5 novin. `4Re s '�aeDity sate She tl of this &2wnng�or any s�ructure is Die reapohei�iliry ffM1e�uiltlirpig Designer peYANSI?P113Fc.2. eat tlws,weE ellw;nWm[:xxw mm;TPr.wmr :saG. wmv m;ICL. xvm "Ity .o Suite FL,32821 SEDN:933]99/ T133 /JPCK ply: 1 bb Nam bar: 01313A Cu s1:RR9353 JRe1: 1WH093^iM15 FROM:KAB Ory 2 (HERITAGE HOME3)12010TH ST. Dm1go: 011.19 IWO 32182 C Tread Lifli CJ58 I RAF alilliaa19 4 12 C D TF+11r,rr B o T CIO A _d 10'1"2 D X4(A1) 1'11"12 s I` 1'1111 1'1111 Loading CMft 1pea Wintl CRbrla Snow Crlbria hi in PSF) DOW=CNM •W.I.W.Riffivi(Ib) TCLL: 2000 Wind SM: ASCE 7-10 Pg:NA CL NA CAT NA PP Deflection in loo Utlell t/:e Gravity Non-Gravity TCDL: 7.00 Speed 130 mph PL NA Ce:NA VERT(l NA Lm Ra I R- I Rh IRS I U I RL BCLL 0.00 Endoeme.Cbaed Lu NA Cs:NA VERT(CL):NA B 280 /- I- /208 1130 145 BCDL: 10.00 Risk Category It Sims,Dunston:NA HOIRi 0.0000 - - D 27 I- I- RB I5 I- Di 1 3].00 HOUITU EXP:D i NA : 0.001 D - - C 1 60 /- 137 134 1- Mean Heigh:15.00R Code I Misc CH da Cheap Factor:2.0 Wind reactions bash onMWFRS NCBSoffit 10.00 P SONE. 2,00 TCDL:4D psf BMg Code: FBC201]RES Mas TCCSI. 0.209 B Brg Wirth=3.5 Min Req= 15 8COL50 psf D BMWidth=l.5 Min Req=- Lpad Duration 125 MFRS Po3.0 Dict'.0 W M1n TPI SM',2014 Max BC CSI: 0.049 C Brg Wis a gid Min Req=- Spactng 2L0" Loc Dist a:3.00 fl Rep Fac Yee Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.homentlwal8Arry Plate Tr0(0)1512) Members rwl listed have fomes less than 375a GCtion:1.3 Plate Type(a): Wlrb Oumtlon:1.33 WAVE VIEW Ver.17.02.028.0123.11 Lumber Top chord 2x8 SP 82 BORATE-TRTD Bot chord 2x4 SP a2 Wintl Wind Toads bash on MFRS wim additional CSC memberdesign. Additional Nokia Refer to General NOW he additlorial ininrmation Provide(2)0.131"x3 0",minroe-nails at top Mord. Provide(2)0.131"x3 0",min.toe-nails M bottom Mord. ,AwlPtt nn rUNtrtrp H. .. 3' �J rVCE 3F %is C : a °E• S T 0 'Q ` COA ONAL 01/1401019 -WARNING- READ AND FOLLOWALL NOTES ON THIS DRAWING' ^IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re Areme careinh wfin p9r'�lin sM1i prq,installing and braan Refer to rid Will 1^e latesl etlilion of SCSI Building Componen�S22ffaety lnformagon MTPI ae�'SBCAj f� �atl pratllces prior to perlor�rl gNese�u chops falters shall promde he porary bean r BCSI Un ss noted 0 emus ,thi all have pm r afthe s mOf ral sheall'�n d botlom hord shall M1a prro N a�Ncng�oprs arEtlln l"Lprabona ahown4p'r ane tlakral reasrt�f ween s�nal�`hav brean �ileaa ssDIs ouons e3:B§ �io UaVU"catlge Appy pfat¢stp¢aGl face.of moss an'�Position hown above and on�'e Join�oela�i s, on a. tede iherwise. Refer to ALPINE mw'Rgs 180A-2 fm slanUeN place positions Al ine.atli isgn of lTWOIIIee pp ponenrs Greup In shall n>nabs re; oaslple forany tlevialipn irem Nis dtlr n an failure to build the w r�is'ncen,ormance w'W�NStI/�PI 1,orfs ha tllltl s�ii p'n , ta11a0�,n tlb2anL of lmsss 8�al on iM1�drpHwrXg ar cover yaps e]SOForvm Dme sttln iM1ia�dwing ntllcales accsINac ce �e Or ��eP ne�eng n� re8R9 r�s1b�9Nspa¢�ro lM1e tleai Irown. TNe aLIRbiIIry 3uire 305 antl �ise o tltis iawing for any bu Wre e' ponsibilr'rY'adre ullUr ec de ANbIRP115a"c.2. Crani FL.32821 For more�xormmoo:ee mhos. ...a no... ALRwe w.w mxw.omcT sacA. ..., om.lcc +... BEON:]33]55/ T127 /.l4CK Ply: 1Job Numbac h51318A CUA:RR9S3 JRN:1WM09353W15 P FROM:IWB Ory: • (HERITAGE HOMES)32010TH 5T. OrwNo: 011.19.1505.]2183 y Trum Label: CJ57 / BAF 01/118018 12 C 6 11'3" B 20 v o � q � 0 10'1"2 D —3 4(B 11"11 11"11 Loedn"Cmaae(pro Whel CNµae Snow CHIJI(Re,M'n PSF) Def/CSI CMeria •Maximum Reactions(1bs) TCLL 20.00 Wirt Std: ASCE]-10 Pg'.NA Ct.NA CAT'.NA PP DeflecAon in boUdell l/A` Grarmy Nop-Graylty TCDL7.00Speed 130 mph PI'.NA Ce:NA VERTM1L):NA Loc R. /R- /Rn I Rw III IRL SCLL 000 Eneomre:Crosetl to NA Cs:NA VERT(CL):NA B 281 1- H @55 1140 /SO BCOL: 10.00 Ruk Categm It Same Duration'NA HOFGrp-L) -0 001 C - - D 14 /-1 I- 118 O P EXP:D Nzt NA Ods W: 3].00 Hreep F. 0 2 0 L - /-94 a FR 1105 1- Mean Heigh:15.D0 fl Code I Mlac CriMda Creep Fadac 2.0 Wina reactions based on MWFRS NCBCLL: 10.00 P TCDL:4.0 psf BM Code: FEE 201]RES Max TC CSI: 0.182 B Brg WIMh=5.5 Min Req= 1.5 Land 2.00 MF SOpaf g O Brg With=15 Min Rest=- LoaeDureaon:115 MFRS Parallel It to VQ TPI pr Yes MaxW CSI: 0.011 Rep Fm:Yea Mex Web Wf. 0.000 C Brg Worth Min Req=- Specirg:240' CAC Gat eadualR Beanng Voted surface. Loc,ham endwal8 not in 450 fl Flafte T 0(ON5(2) Members not listetl have brces leas than J]Sp Getion:10 WAV Type(a(: WIN Dure5on:153 WAVE VIEW Ver 1].02.029.0123.11 Lumber Top choral 2x0 SP A2 BORATE-TRTD Bal chard 2x8 SP 42 Wind Wine bags lamed on MWFRS On additlonsl C&C memberdesign. Additional Notes Refer to General Name Por additional information Provide(2)0131.0IF%min tout-nails at top chard provide(2)0.131"x3 0",min,toe-nails at batiom chord. rXI1rM Nµpr 4w �Pr.h.. :. .. ucE sF .o s r 0� ;�Q G�FS 4< ``P€ CoA 0 AIE�4 MrlerllMMa�' , ovlarzolg ••WARNING'• HISDANOFOLLO ALL CONTRA ON TORSI INCLUDDRAWINING T ^IMPORTANT• FURNISH THIS DRAWING TO ALL CONTRACTORSINCLUDING THEINSTALLERS �omponengt J22eff¢¢tyinrormarori"bVTP an�'Shti� 7'� �'�pryod°raescea'paor"to pe°o"Pmi e!he'Se ru�raroroni I�:taiie:s"n'a"IPpmNae iepom'ryl bracrn er 13C5,1 Unless ngtea olM1envlge(lap�are gralllreve proverty bachetl sWtlu215heatprng and botlp CM1OM shall M1av¢aporoper anacngrP ecmlin Lol'abonsshown to Ilaleralreslrarni bfw tis shall navQ Gn nsWlledD B�yl sections 63 B] B10Y as a SPa�'e A yR places to earn laceouss dna posrnon as shown appo a and on ifi 'ao alielens, u f m notetl otherwise. Refer to ALPINE ordrvrRg3180A-Zfo(3landaM plate posrlron3. AI ialna tlivuion of ITW B Iee ompon 1 G p In shall rpt be res ons ble for.env tlevialio from iM1ls a idoilure t0 bWld' m m 1rrP fo IM1�N�/9' 1 �w y� kpp nsta at8n aha draan fl uss¢sgea o d'rpa�b 5]50 Forum Dnve m. Ir nn m a abaf0a aooe tint. or fOlass onaP ngln en poneo]b111 a IeN 10 en a hox�rr. in a Ny Suits 305 aha Esa of(Ms �m mg fo.any sP.uaure is Pile respo sinlTlry i`1tr �I`aingD gR Per ANbl?PI1 S�t i. odaad0 FL 32821 SEEN.J33)56/ T126 /JACK Pty: l Job Number 55131M Cua1:RR9353 JRef:1WHOB353CO15 FROM:NAB O 'I (HERITAGE HOMES P2010THST. DwNe: 011.19.1506.33131 Tursa Label CJ50 I RAF 01/11/2019 12 6 � B 1112X4 A T v `-D SO 1 110'1'7 C 1112X4 I 11"11 I 1 i"11 Loetll"Crit"i him Wird Cr6eda Store,CMatla(Pq.xin FSFI oefICS1 Criteria ♦Maximum Reactions(fins) TELL' 20.00 Wind Std: ASCE T-10 Pg'.NA Ct.NA CAT'.NA PP Deflection In be L/Een I Grevlry, Non-Gravgy TCDL'. 7.00 Speed 130 mph Pt NA Ce:NA VEBT(LL): 0.000 A 999 240 Loc R• I R- I Rh I Rw I U /RL BELL: 0.00 Enclosure.Closed Lu:NA Cs:NA VERT(CL): 0.000 A 999 100 D 37 1- I- 125 113 A BCDL: 10.00 Rask Category:Il Snow Duration:NA ' HORZ(LL).-SM A - - C 19 /- I- 114 I- /- EXP'0 " NA HORZ L'0.000 A - B 27 1- 1- 111 9 /16 Des 30.00 Mean Height 150011 Wlnd reactions based on MWFRS NCBCLL:10.00 TCDL 4.0 an' CodaI MIN CN1etla Creep Fact 2.0 D Brg WidM=5.5 Min Req= 1.5 SeIM'. 2'00 BCDL5 0M Bldg Code. FBC 2017 RES Max TC CSI'. 0.032 Load Dureecn:1.25 p TPI Sb: 2014 Max BL CSI: 0.010 C B,Width=15 Min Req=- MWFista3lelDiaVOtoM2 00g Rep Fac:Year MaxWeb CSI: B Bry Widill Min Req=- Spaclng:21.0" CSC Dist : 0.021 Bearing o is a laid surface. Lac.from endwall:AM F9133T:20(op5(2( Members not listed have forces less Nan Wye GCpi:0.10 Plane Tyndale). Wind Duration:1.33 WAVE VIEW Ver 1].02.026.0123.11 Lumber Top chard 2x4 SP a2 BM chard 2x4 SP 02 Webs 2x4 SP 03 Wlrtd Wird bads based on MWFRS with addltional CBC member dearl Add6bnal Notes Refer fa General Notes far additional information Provide(2)0131'x30',min toe-nails at top Thoth. provide(2)0.131'x3.0',minroe-nails at bottom chord. ��yEHSF Rica ` Cf. 08 1 If l S T O :Q�; COA s ONALti a• 1aa otnanole "WARNING^- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme rare In fabricating bandlln shlYpingin;falling and bracing- Refer to and falba me latest edition of BCSI(Building Componee I Safety Information,b TPI anSBCA)fgi sateN practices prior to performing these Functions Installers shall provide temporarily bracing BCSI.Unless ngterlo erwise,bp chord shall h ve progeny attached structural sheatfun �and boflprq ghord;hall In props gach�ri a o nr�g� OCallons s foo rmanem lateral reavalm or weba anon nave Lr tin ns99 Ileamissions,I s Cvhpna 83,B] or Sly aSorpillcabgla eA'pply �I tea to eai{°�e was and position as shown above and on me.�om�oeta ls, d merwise. Refer to ALPINE ad gs 160A-Z far s�around plate positions At eha dl Isn oflTNO 0�ItltlII cc pan also r u In shrill not pe es s Ie for any deviation from this ar failure to build the �pP once ith kN51PrPl i,or�o II 811rP Ls stall¢a¢tnan�beco itrus sA salon �s dr Xgorcaver else Forum Drive �iat�n tf,Pa�Bra, Y�ma.tea oos1aa i �easronaP¢�1go en re pona�bYllttyv aoFl 7.m.a.ai Hawn. The sQi$oniry s,:te 3os d �iae of Mis �beem.for any s[ruiiure is�he re�pens1011m/'f 111 �u''Id�ng oasigder ps ANSIRPh 1 5�c.2. For morelmerviron—tllm'c0s ane rhea we,uraan — IPIw rI58CA.rmw ear,I= wx waab.a Crum.FL.32821 l I p N m i r m d J R' U u LL r 3 a a K N N N IA fA a a a a o c O o rc rc e u J J J J J LL 0< J P J U V F LL Q T u F RI O1 F P IA N S N 4.I:• , N N L=° °� b 4 aE m i.•a i t� V1 C E X N LLa 0 $_• � .1 O m L ` G# E E Nca L aVad ? •W 1- U U ^oLi 4 sNo�a a C) O N.. g o0 cs '� / v! 4 c c a� Nw d' > 9Q yC4 Ns ) Vm I• N y.. Yuo= i d > � e�o ] N8i { 1 D 7°Sn F J 6YYCN VI OYYC �l♦�$ � 9� 62Q° C a¢e ° i yp3a� Ca• ' yy U Y i d W b a4 V b �`ngg• S Q a6'Y C y N N NN YU [ It { O N UO LY lU yN " CN Y A y O s b 5 E C YC UN N 19,; $ :�E6d yi Hi nv" u— LLi = l$ BiYY�Ea � >� m � i Jill d Y u i ` i J z a m a s[-gyyy}9;a'tlyB]� •B�6 p(2 CQ CF N V v l° NN NN NN $iiI DGGi Y6 [[✓ypL OYC CY a~ Csi l 1kp5 SYk E• S� Zjxpl LL IL °Y uNl iE oiN ;E y6P$�g5 yjC uu v«y o � =yey°k�y^Sy SJ$l�L€Pbp 6LL U C C V V° Y aJ' i<sL•{6 EEE t 4ai Nc ai li ss s � i✓y a��YyF3gY•a �•f aya` eia LL Lo LL oYNGS �. &38 N N N U O ou E V d ..N ..N .�N Cm N ] JL aNN W > pN Ley : i5 abyt TO l0 N J C O b T6 LL44 Ld S ° E Qyd C Y .1W N ; i °C f L O1 i y i O G E d �' y I(I ISI pp dU l V d O O V E L N N l L • W m m O°N d U N C a s s l i d N 1'I CI N N N l o b V y ^n p O i p FAL Z FNJ t<!I� i 3 NN rN0 C Q N L i O Y y a tl y E O a U o N N i'� OC4 aYC UO YC S VPVI W W W S Oi � X E`WN 4 Y`. SCNaL Wu X tl Y Y � E N C IPI Nu E_[ O d L W d 0 OLE H N S Ndy O wdd N ' ad CWaO CN 0 C W NO � � IA E N ]Y•O N U p W, N L a Et d Y Y a E O L a V 3 C CC % O 03 ]ap W dC 3Y YYT W1i 3 E L i > C dt N• L U. Y N N 00 CO C UN -a d' W YF p� mT0 N0 WY TNW -6U KGR £ d 9 C y t T d ry L Y C N Y 3 L L O N w 0 L W E a U— Y O O tl C_ 4 4 4 C SCtl* Lo Ltl WY WNa N C N N C4 L L Wa_ LLRdLLLL ,_ W , W lY1NLT0� 4013 O U O93Y NWYN OON L3 S da yYCNNd atlWY4000O YYatlWL 4iN O� S L m L �9 pad tl U L d W U C d d O m > j C d L Q H N E V m L E'L 4 W C 'W Y L W Y MOL L- C 9 01 O '4 i W^ G Q W Ya3 LW NL > W�E GCS i i 1 0 6 a O L K 0 p J J G J J 4 U 9 tl0 E W— OL , Cap—a WWW CYi' F V' 6 Oy Y�' ONCY9V aW3W4 NCY44 W0 CYY LE ti u u 0 G .a/I 9 W 4 N i Y d• 0 d 0 p1 L d d W L _ EL 3.0 Ntl COY� L 3N TC]a?`dQCLlt LSC 040 W J W VJ O W CN 02 .Nu N ETY N`~' > UC >✓ IYiIOO k_Od d Y LrCi ? • .� e 4yl O La' Md LCC' a� W_ 3 ya L W WC -dpi ,• ,G y, E3 UN Y £ dOYC �� yYY � CUU £ LSN UOI pCfd tlCY ••�� • ,`•VZ P NL N= W > N= LY W1' 0 L d U L U CY 30 > WSaQ Lao Z ; c r x SEpNa33Ta]/ T129 ICOM Ply: 1 Job Numban. 651318A CUY'.RR933 JRef:1NM09153C015 FROM:NAB Ory: 2 (HERITAGE HOMES p2010TH ST. DrwNo: 011.19.1500.32]29 Truaf Labal: DM / BPF 01/11(2019 1P fi' R' N'Ta 1I'a"g ai r n I a. —'♦' 4' 1 z��a l's xe D TT alp ez�4 az1, P s3YB aaF T y A 1 G Ta N 1i1 �tul'1 1I til:iu15Ea) =.10 R. 2♦ 11I a' re eru r1o•4, e 4r1z —'ie' e Frnw1 Loading CrRada(xs WIMCM0. Snout CNMter 0,or In par) Dall CrIMyM A Mealmum Reaction.(lb.) TCLL 20.00 Mi ASCE 7-10 Pg:NA CC NA CAT:NA PP Deflection in 1.Udell t/i Gravity Non-Gravity TCDL: TOO Speed'. 130 mph Ph NA Ce:NA VERT(LLC 0023 J 999 240 Use R+ I R- I Rh )ft 11.1 I RL BCL2: 0.00 Endpaure:Coal Lu:NA C. NA VERT(Cq: 0 DCS E 999 100 K 595 1- 1- M32 1195 /161 BCDL' 10.00 Risk Category:11 S.Duration:NA HORZU.I.) 0.013F - L 728 /- I- /416 246 A Des Ltl: 3700 HO �) EKP,D KO NA RZ 0.026F - Wind reactions based on MWFRS Ni 10 00 Mean Height 15.00 R Code/Mlu BC 20a Creep Fadoc 2D K Big Width=5K Mm Ree= 1.5 TCDL:4.0 psi L Big K&La b Mm Rep= 1.5 Soffit 200 BCDL 5 0 rat Bldg Code:14 2017 RES Max TC CSI: 0.249 Beepnga K 8 L are a igitl carts le Spacing ng 24d:136 F.Parallel Dist'h2 b h TPI Std 2014 Mex BC CSI: 0.300 Rep Fac Yes Max Web CSI: 0.250 distribute net,Ch lave.rtes Ieea Nan 375. Spacing:240" C8CDistrom a:00afl Maximum Tapomp. Fomes Pay Ply s C Loc from ls.O.lIB In000fl IFFIRPlate T20(Oy5(2) Chords Tens.Comp. CM1DNs Tens. Comp. Ga l:0.10 Plate Type(s): W11N DUm9on't 33 WAVE VIEW Ver,,17,0202B 0123.11 A-B CW KO 302-854 D-E 320 - 01 B-C -622 E-F -70578S Lumber C-D 33] -055 F-G 386 -00.5 Top WON 2x4 SP 02'.T3 2x8 SP 02 BORATE-TRTD: BotphOm&6SP#2 Maximum Bot CMN Fomes Per Pty(lbs) Webs R3 ChoiONa TenaComD_ Crum ps Tens. Comp. :Lt Slider ei&ex4 SP tl3:BLOCK LENGTH= 1.501)' A-J 705 -236 -G 859 -214 Wind J-I 668 -214 membasetl on MWFRS with additional C8L memberer de design. Additional Nota. Refer to General Notes for additional informailon �,��agaNNllMabae vcEWSF'R��'�` o. 08 1 * E . S 7 O r€ COA ONAW w 01/142019 '9NARNING" READ AN-FOLLOW ALL NOTES ON THIS DRAWING' '9MpORTAff FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re Nreme care in fa tin hantllin sh yin iretailing and bradn Refer to?no 1PMw the latest adpi n of BCS'(Building Componend S22kry lnhNmal'on,byTt;lzn�'SBCA)lgis.1%`Rmp es prior to pedor�ifgtheseuncuons Installemshall promtletempora brawn r BLBI Unl sa ngted olnerwlse,lpprW�onQsOall pm abal s aural sheammg and bon Mrd shall nave a pre�ey attacn��rr H celling��oaeons sII�a n forpe t lateral restsi$int bfw bs sFall M1 e do nslaliedup �CpSI sections B3,B7 or 0 Uppliallle gppt,Dint uleacll�a ort mss andpospion alagoveandonth �a Details, nfeasnotedOman.Ne. Refer to ALPINE 2w'ngs i6OA-Zf ,a daN plate positions AI 'ne,a di isipn of ITW Build n pp myon o a r up Inc hall nWabe res ore'ple for.any tleviatio kora IMs drgwinp Vtelum tobwld me .. �r�gs In wnformana wllry AN�I/9'PICe,or� �in ski pin , fallall�n 8braan pf,tru6sesa coal on lhl tlr8w10 pa 6732 Forum Dme � Ietrn Ih's dyra�w14ln ,gwQlsate; of ca o�Yroesaponalq ng eedn Dodd.11 lel foi gl nes hoW41. The sui�dbility 3ui1e 305 and �se of Itis �r g fb any s[meture Is 1ne recponarbilrry of Me�u6ea9Rg D.aig�'eipeyAN51ReP11§�c.53. for mare lmamalicn xa We' d .M lMaeww elM. aLINNa. www :seG'. w.w m.ICL. mzl...rg Oral.32821 r BEON:33f196/ T11 / SPEC my: 1 JoE NumEer. 651J18A CmNFF353 JR0t 1W1093630015 FROM'.el Oly 1 HERITAGE HOMES-2010TH ST OIwNo: 011.1Steel 3230] • Tmea L00e1: D36 / BAF 01/112019 18' t't P'tt B' t0' 111'6 ' —1 Si 1'10'11 41'5 d' Sas 9 =dx6 TIIC TII 6 p /2�. 1122x1 saxst E.9 rE 1 D F Td T y G '1 1�1tl12 IIJ 131 =3%10 sun .SWI 1 � 18' Y B'1"4 1'1PI e tz 1 14 Loading CrKade l S, Watl CPorda Sn CrKeria(Pg.W in PSF) Dal Criffil B Maximum ReacUons(ibs) TCLL'. 2000. Wntl SM'. ASCE]-10 Pg'.NA Ct NA CAT NA PP Deflection in loo Udefl 110 Gravity Non-Dravtty TCDL: 7.00 Speed'. 130 mph PL NA Ce:NA VERT(L-: 0.019 D 999 240 Loc R4 I R- /Rh /Rw I U /RL SCLL: ON Erodes.:Closed W:NA C5:NA VERT(CL):0.036 D 999 100 J 595 I- /- 902 9d /139 SCOL: 10.00 Risk Category:11 Sill Duration.NA H0RZ(LL): 0.011 E - - K 720 I- /- I447 98 /- E%P.D GL NA Des W'. 37.00 BCDL 5.0 psTCDL:4.0 O S1 H0RZQL):0021E - - Wind reaceons based on MWFRS NCBCLL.10.00 Mean p:15.0011 Code I Miss Cftda Creep Factor 2.0 J BM WWM=5 5 Min Req=1.5 S.M. 200 par BMg Code: FBC201]RES MaxCCS0348 TI' K Brg Widdi Min Req=1.5 Beamgs J 8 K are a rigid surface. Lcetl,Duration40 1.25 MWF RS Parallel Dist hm rah TPI SM: Yes Mex BCCSI: 0.12] Rap Fee Yes Max Web CSL 0183 Members nM listed have forces less Man3750 es) Sparing:24 0" CBC Dist a:3.00 R Maximum Top CM1OM Forcn Per Pty ilbs) Loc.henfintlwal8l.not in 8.00fl Plate Typists): Chords TermComp. Chance Tena, Comp. Geflon I Plate Tylx(s): WirdOUPalio¢1.33 WAVE VIEW Vx 17.02028.0123.11 R-C 338 -696 D-E 378 -781 Lumber C-D 333 -E69 E-F 3P -839 Top choN 2x4 SP all 24 SP ill BORATE-TRTO: BM cloudy 2x6 SP SS Dense Maximum Bol Chord Forces Per Ply(fie) Webs 2x4 SP#3 Chortle TmmCcm, Chords Tens. Com,. Plate Shat Table j 8811 -300 H-F 655 -218 1 880 -219 JT Plate Chord JT Plate Chord No Size Shift Bite No See Shift Bile 3) W3%6 S 3.50 Maximum Web Forces Per Ply Qbsl 1 Webs Tene.Comp. Pur ins J-B 514 -BW In lieu of structural panels or rigid ceiling use puNne to laterally brace chords as policies: Chord Santingli m) Stardfl) End(h) TC 23 000 1.09 Apply purlins to any chorda above or tela++fillers �yglaafllNRNµer at 24"OC unless shovm otherwise above. H ezyx Wad \. .... Wind toads based on MWFRS with additional Csc \_•A';GE member design. j Additional Notes 0. 08 , Refer to General Notes for additional information * ! e i £ 1 S T OS/o coA`kenN s. 1/14n019 mnr —WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING' TT ^IM¢PeORTANT" FURNISH rTgHIDSaDRAWINGIpTTOgALL CONTRACTORS INCLUDING THE INSTALLERS �g Compohe7reH lnkmlaborL hTPI anU$BCPj i�i 5a2rynp2chces P$ioilo Pror�lh- 9¢�ese fundiotins the latest s�hlell nrovlae terbpoRI ing aracn ESI Unless ngtetlo erre .top Uaore Shall have properly allacll¢ps radar Isneattlm and botl hoN Sl�Ral lea por0 el�v nacM1aBri ticellin Locetlons leo tMteral reslremt of webs sh at nave�2un slaneduPerG l sSct B3,B� �10; as appural ,f tat sto achfaceof"sSandposition as shownaboveandonthe Jolnfgpl etalls, Nessnot olRerwlse. Refer to ALPINE NEtlrawings 180A-Z for s�aI ardp5ale positions. Alpine h a division ofTWBflmr ompon 1 G up In hall not ppsie res neble for any deviation from this drewin failure to build the w, aw 11NNss�s conformancewahraNSl/T 1,or�a�ian�inT,kip,sy slallat nabraan rWstooAtualtathisdrewiX pa�e.. 6I50Forum OMe m IIslingthisflrawlaA Ulc9afes assurance Of p ease, e�lginQQri.8ler, R9Wk Iyt�ISPa�tNOr Ne ties�'yn sM10 The su" blllry BaEd 4aSe O 8113 aOT Or Oa at2dY2IS taG 29 OOS DII ZY Of the Iltl e0 ¢r e A $IRPIISTF2. Suil¢3W ee Nb-o0s eeral nOlesa aM l6esawM silty.ALPINE waw ml wawlvnwiivo'sal'. wim' vvw .wnllcc'.vmwnxtanoy Orlando FL,32021 SOON:7339YJ/ T31 / SPEC Ply 1 JODNumDac M131M Cud RR9153 JRH: 11AMOS 530015 FROM:WOry: 1 (HERIVAGEHOMES)32D10THST Dni 011 19 1508 34070 Tma.Lade: D37 I BAF 0111ifUH9 le' -axe u c F 0 � a ua4x&�ws) A T E 0 E 9 T4 111 G 1 d�lu'1'] 1 1,x61].1]1 IMIO IR%4 a3 N ) 1 W 1s a e'1x2 npv e 14'1"1z 16' Loading CMeNa loan Mind Criteria Scow CrMrla pi Jilin 1881 MMCIA Criteria •Maximum plead.(lM) TCLL 20.00 Wntl SIP. ASCE 7-10 Pg NA Ct NA CAT:NA PP Deflection in be Udefl LAI Gravity Non-Gravfly TCDL'. 7.00 Speed: 130 hi Pf.NA Ce:NA VERT(LL). 0.020 D 999 240 Lon R- I R- I Rh I Rw 1 U I RL BCLL 000 Enconds.Closed Lu:NA C. NA VERT(CL):0.038 D 999 160 J 595 I- P 1207 1103 1133 BCDL'. 1000 Risk Category'.II Snow Dumaon:NA HOf2Z(Ly: 0.011 E - - K 728 1- /- 1452 /101 1- Des Lc 3100 EXP:D On NA HORZ(R): 0022 E - - Wind reaction Magid on MWFRS Mean Heigh:15.00 fl Code l ith[Criteria Creep Factor:2.0 J Big Width=55 Min Rep= 1.5 Ni 10.00 TCDL:4.0 pat K Brg W fili Min Rep= 1.5 Split. 2.00 BCDL5 0 pef Bldg Code: FBC W17 RES Max TC CSI: 0,247 BeadnJ 6 K are a rigid wrtace. Load Domain:1.25 MWFRS Parallel Dist M1 to 2h TPI SM:M14 Mex BC CSI: 0.129 Members , W listed haw(Mees Tess Man 3)Sp SpaUrp:24D C8C Dist a:3.00 ft Rep Fac:Year Max Web CSI: 0.247 Maalmum Top Chord Forced Par Ply(IMI Loc.from endwall'.not In 9.00 ft FTIRT:20(ONS(2) Chords Tens.Cemp. Chords Tens. Comp. GCpi:0.18 Plele Type(s): Wind Dumbi 1.33 WAVE VIEWVe[1102028.0123.11 B-C 318 -831 D-E 392 -716 C-D 341 -853 E-F 398 -818 Lumber Top Mad 2x4 SP 92:T4 2x6 SP#2 BORATE-TRTD: Maximum Bot Chord Forces Per Ply(IMI But Mord 2x8 SP SS Dense Choi Tens Cane. Chards Tens Camp. Webs 2x4 SP#3 J-1 671 -274 H-F 660 -Ztt Plate Shift Table 1-H 666 -231 JT Plate Chord JT Plate CM1a0 No Sue Shit Bite No Size Slug Bile Maximum Web Forvxs Per Ply(lbs) I3I WSX6 S 3.50 WeM Tens Comp. Pudins J-B 479 -804 In lieu of structural panels of rigid ceiling use puffins t0lalendly brace[hands as follows: Chord Spaanglinoc) Stadol) End(ft) TC 39 000 322 Apply pudirm W any Uwrds above or below them �paOnmlloorr", at 24"OC unless Shawn aherwiw shove. y Wntl \T`. .H;a .. %.-1 y a• E ,1��1 ':i member de Dazed on MWFRS witM1 a0ditionalcBC r"JG S`C' , a.' member design. Leg end vertical not exposed to wind pressure. Additional Notes Refer to General Notes for additional iniennabon at %A T , 0 coA els ONAwae 01/142019 —WARNING- READ AND FOLLOWALL NOTES ON THIS DRAWING! 'IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesiso exbeme care In labnwlin M1 dlln sM1i g,installingand braUn Refer to and follow Melrfesi Ilion of BCS. Building Component aEt ry InfprmaOMn b TPI an8'sBcA)ig'f saBnpraalces prior W periorgm' g 1M1ese NOUions Instaallers s II provltle le pore bman p¢ G51 Unless npied Mvtberwi .tope Mortl spall M1ave propsI attachetl s r Uur sueraNln and Do Dorf shall ha a oro y all aha90 rl d cellin Lowllons sM1owno anent lateral resOalnt bf weDs sM1al�ka ns9IleOup r BCpSI sections B3,tl] 1q I]5'1raB�e gp�4y ptat¢s to edit face o�truss and position as shown aeove and on me Jom�oela Is, f s noted otnerwlse. Refer to ALPINE E2wpings 180A-Z W IanOaN plate tos hons. Alne,atli kion oflTW By1ItllyComponQ is Gmup trig[ shall not De res onsble fofanodeviaaon(mm lM1is rlrawinaa a, failureto buildine ., in In M9n�Clr11a0Ge i1M1 FN$IRPI 1,MI bf Da(.tllltl 111o^In , lallatl no hraGn (Vu550p 081 on th driW 0r the ue fi)50 Fomm OdVa �btln tM1lsri In � Qicatn a>ylance qr is P "�gglove ppoo is lryryvv sogeryo ibe des��'YYn Now�1. cr4re if�bllscore 305 antl �se of 8 ng I.,any a1mcWre ra Bra ham hi ihif�ry fare BuilPieg�3as�grie per ANSIITPI16ec. . Fa more inlwmabnwNl[bB's neM!Mesa rrtE slue: AL" E:wnx :eaeA'. wxx mm:ICM xwx OdanWFL,ffi321 i PON 734310/ MB / SPEC Ply 1Jab Number C5131M CUA:RR9153 JRef. 1V1H09153L015 FROM:NAB Or, 1 (HERITAGE HOMES Sun 10TH ST. DIwNo: 011181506.34180 Times Label: 030 TCE / OF 01111=9 5 92'3 1a'S"2 iT315 21'IY 251Y 2]'4'1a 9� Rt r ,1 3 I— 4'Sb ~ 499 f2 "I <' i 278 � 19'1Li 12 6 - a Te 4111e e4m3a, ea 615Rb) 1 P T E nae H h 1 1 J r �Ipl'2 n3tiel'JI -.1141 = 0 4 xs a. ary 0 ul2rw=aX41321 1 134^ -n 379 T2`12 fs9 a3R 't^tz ^tz 39'a 4b't r1 V9 F 4'st F e'tM11 ~ 13z4 Wtja 2H." 2, 39K w Celnnr4 tpqWnd Crlleda Bo.CrNeda IN P la PSF1 OdIC31 CT - •Maximum Rsections IBM) 20.00 WndSM'. ASCE]-10 Pg:NA CC NA CAT:N PP De11ec8on In scL/dee LM Gravity NahGravity T 00 Speed 130 mph Pt NA Ce:NA VERT(LLC 0.026 B 999 240 Lac R. IR- 1Rh IRw fU IRL 000 Enctosure'.Closed Lu:NA Ca NA VERT(CL):0.049 B 999 180 0 944 /- I. /- 216 I- 1000 Risk Category:11 Snox Duman'.NA HORZ(LL)'- MeH - - N 1]93 /- /- /- 999 /- 3700 UP:D ML NA HORZ(TL): 0.014 A - - M 469 I- /- /- 206 /Mean Height 1500 fl Code f Mies Grinnell Creep Factor.2.0 R 501 /- I- /- /186 /- 10.00 TCDL 4.0 pst Wind reactins based on MWFRS Bld Code: FBC 201]RES MaxTCCSI: 0968 2.r: MFBCD5.0ami Pat TPI Set 2014 Msx BC CSI' 0390 0 Big Width=- Mln Reqrefion:135 MWFRS Parallel Dist 0 nn M19 N Big Width=5.5 MIn Req=2.1 24.0^ CBC Dlst a:3.00 fl Rep Fac:Varies by Ld C.. Max Web CSI: 0 839 M Big WAth=35 Min Req= 1.5 Lac.from endxsll:Any 11120(Ou5(2) R Big Width 5S Min Req= 1.5 GCPi'.0.18 Plate Type(e): Bearings N,M.8 R are a right!surtace. Wind Duration:133 WAVE VIEW Ver:17.0202B.0123.11 Members not llateE have forms kss than 375g Lumber W ntl Maximum Top Grant Fomes Per Ply(Inns) Top choitl 2x4 SPU T5 2A SP M2 BORATE-TRTD: Wind loads and ieac8ons thenal on MWFRS. Chance Tens.CompChords Tens, Comp. Bot ctlam 2x6 SP 02 Left end veM.1 not exposed to wirW P.... A-B 240-111] D-E 401 -168 Webs 2%4 SP e3 B-C IM -0T6 H-1 158 -431 AddlNonal Notes C-D NO -lab oubdir ---adal(Lu(Lumber Refer to General Notes for addNonal information -TC from mer 28 pit a=1.25/0 to DU pill at 35) Maximum Bot CM1ON Forces Per Ply(that TC.From 28 pit at IMto 28 pit al 1194 TC,From 58 pit at 1194ro SB pit at 3108 Chortle Tens.Comp, Choke Tena Comp. SC:From 10 pit at 0.00 to 10 Rif at 11.84 P.0 113] -259 N-M 149 -551 BC:From 20 pit at 1194ta 20 pit at 2910 0-N 810 -161 BC'.From 4plf at 29.10 to 4pit at 31.08 M. 92 Is Conc Load at 1.94,3.94,5 94,794 9.94 Maximum Web Fomes Per Ply(Ibs) TC89 lb Conc.Load at 11.94 Webs Tens Comp. Webs Time Comp. BC: 20D Ib Conc Laterite 1 94,3." 594,T9,11 9.94NM1MfaW A-0 211 -821 N-D 166 -513 BC' 204 to Conc.Load at 11.W `` H hey ' A-P 131] -288 M-E 225 -561 Plate Shift Table `PPr ... ,, ti� C-N 408 -1619 O-C 0]0 -89 E 510 -1N Aar/ JT Plate Chord JT Plate Chord \�PJG� S�.• F No Size Shift Bite No Size Shift Site 1W3X4 250 R 150 [3] W3x6 S 3.25 i '3 411 WSX4 1]5 R 135 5555 O. OS s PUHine •4 : In Ileoalylama cpadaorigitl roiling use purlins = ro horalry breceimpin ) follows: A•'. s T O •Q e CTT Spactnq(in rat 57 000 17,66Ench �k Apply purlins ro any choles above or In staveM••A e M24"OC unless sharer otherwise above. sa • ••._` \ COA 0 ALMG`- 01/142019 eNJARNING" READ AND FOLLOWALL NOTES ON THIS DRAWING' ^IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS L re �$ae extreme rare In iabrimtinp'M1 II sM1i pin ;blling entl bratinq. Refer to and tollav ala ea[etliti.n MBCSI(Builtlingen� Ir ery lniormadon,NTPI anO 3�CA) i sa�ry�iaClces pM1or to petlorming iM1ese furldlons Installers sM1allporoMde temporaerr BCSIunss notedemie,roefmh.rd shall nave property nacM1etl sirudureseathing and harryksall gaporog�rry dceilinggLombonssM1n ane llat¢ral res'ramt for love entl M1ave bn IlerCgS .ons3slorsentlartl piste lioiflo�iussane posllionas shown aoa don me JomlgOetalsuessnot Newseefero �'�^a tlnvi3ion of lTNB n CComp3nenis Gm4p In s11all Hol beressipfor anyodeviatiVorathe drawl failure'.bilmeattormance witM1,kl/�GI t,or rorM1allk' is�labentl bra<Ing rirussesal on[[hls�EwrXorcove (ua ]SOm Drive lilpen In makiacreb §'ther. en Pnsrbl.N lel � ealhThe Ue i�rr iawing iorrears. ucnnie is Bre reaponsiMlrry. .Bu�Pding Desigrfan peYAle31/IPI15�i.3.lnmrmwon sce lFu oEs re eMNw ww vrea: REPINE'.wxx mm:IDI. ww 'bad'.ww.sboi mm:ICG nww umbo OrlanEO FL,32821 SEEN 733W21 T102 /SPEC PIy: 1 Job Numar: 651318A CUN:RR935].Ntal'. 1YMOB1SEO15 FROM:KAB Ory: 2 (HERITAGE HOMES)=10TH ST. Ons 01119.fees .33580 Toust-sal: D39 / BAF 01/11/'[019 13J9 4J9 a;'atlP Wa9F�8 5 EJ2 F f 2 I3 �4a a p \2a"111a2Y2,1 A T •�° 1 D 4 a rx nvapl •io uxex4 .sx4 , Loading CraeHe imO Wind Cdteda Snout Crlteda lP9,PIm PSF) Dafti CrNada ♦Maximum Reactions pan) TELL'. 20.00 WindStd, ASCE]-10 Pg:NA Ct.NA CAT:NA PP Deaet'liun in Ix Lltlen IM Gravity NonGravlly TCDL: ]00 Speed'. 130 mph IT NA Ce'.NA VERT(LL)'. 0.011 C Of, 240 Lm R. I R- I Rh /ft I U I RL BELL: 000 Endaure'.Closed LU:NA Cs:NA VERT(CL): DOM G OD 1W 1 452 A /- /223 154 /131 BCDL 10.00 Flea Category:11 Sabra Dumaon:NA HORZ(LQ) 000] D - - J 580 /- A )388 IDS A Des LQ 3].00 EXP.D ICA NA HOR2(TL):0.012 D - - Wind reactors based on MWFRS NCBCLL 10.00 Mean Height:l5 UO fl Code I MIN CrNMa Creep Facto[2.0 I Big Wkth=3.5 Min Ren= 1.5 TCDLaO pal J Big Width=5S Min Ren= 1 5 sot', 2.00 BCDL 5.0 FadBldg Cork: FBC 201]RES Max TC 051: 0.228 Dealings 18 J are a rigid surhce. Lad Duration1 25 TPI SM: 2014 Max BC CSI: 0.220 MWFRS Parallel If In 2h Rep Fac Yes Max Web CSI 0.158 Maximo nptp Ch rd comes less Man ples) Spatlng:240" CB.from a:3DOft Maximum Top Chord Fomes Per Tes. 0 Loc.fmmend0el8 ln900fl FTIRPlate T20(Op5(2) CM1wtls Tens.Comp. DM1on1S Tens. DOmD Gati: . 1, PMteType(s): Wind Duration.1.33 WAVE "EWVer 17020213.0129.11 A-B 229 -382 C-D IDB -530 B-C 220 -302 DE 28] -SB9 Lumar Top clmN 2x4 SP$2 T3 2x6 SP A2 BORATE-TRTD. Maximum But Chord Forces Per Ply Ba) BM chord 2x6 SP 92 Cards Tens Com, Chords Tens. Comp. Webs 2x4 SP a3 H-G 449 -131 G-E 443 -132 Plate WAR Table JT Plate Chord IT Plate Chord Maximum Web Fomes Per Ply lla) No Size Shift She No Sim Shift Bae Webs Ten.Can, fl] Was 050 R 1.25 (3] W3X6 S 3.25 - A-1 265 -418 Wintl Wind loatls based on MWFRS arm addtlional C&C member design. Left end vertical not exposed to won pressure. Additional Notes f ,`p`o,rrrrlHlrMy,A/2,4 Refer to General Notes for additional Information \P1v, knx>i. o't S T O E COAA t01.E NANG` € W.riasrrwrn^'pD• Ol/14aU19 `•WARNING'• RFAO AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmssesre Are ecere In fa tin paOtlliM SM1i pin91 Lalling antl ter ngNiRekrwand follov Pe latest action of BCSI(BWMing Componen�Safary Inrormadon,tTPI an�SBCA)10i sa�ery practices poor to per or g Nese lundlons In Callers shall provide iempara mann er SCSI.Unless nptetl erwige,toerma¢sM1ell have mMtl atWCM1etl sW turalsaeath�n EaVom CCbori;M1all M1aveaprop e�iy elsaUgqrPrl d aillngLoabon;shown fo C Iate21 reaPsar�int�f webs shall hav er elalletl r nOl bona 83,B] or tlt0, pT bele A pry MlestoeachtatpofPtrussanepanion shvwnabtveandonih .�ointgD�etails, uPnf kotherwise. Rekrto ALPINE Erewl�igs,60AdlOr s�antlartl plate poslbons. AI io a division of ITN B CComponents Grau In sholl not be res a s� le for anyeeviabon from Nis�rawin a, (allure to build the w aplPs conformance with, l/�PI 1,or for heron a ppin , nstallacr anO bracing of truss sA Ian tM1 dre3wrWyful pe 6ISO Forum Onve � ntro Ihladd a e Indicaw atceobnoe of �nEmn "gglneedn O sib 11tv aof IIvv 6k aMe des' n htvhr. grlle Suitability Salk 305 and �se i this giawingr(or mrya fa re is Phe reaponsiblllty of th �xlidl g�as�grle pe(ANSIPPII .e3. Fx mol.Frmm.em v®mb' rnM mut m,Fnexaeew.>lame xxw renw.um,T :saCA. ww m,sc. — Orlando FL.U621 BEpN:]336061 T123 /MONO Ply. 1 bb Numi W131 Cus RMM3JRN: 1WHOdira 15 FROM:KFB ply: 1 (HERITAGE HOMES)32010TH 5T. DrwNo; 011.19150632244 T. Label: EQ I RAF 01/112019 pijp•to 1 lfb 9ry {tR 41T5 4'11'1 Tr< C11'V IWY 11 TY 4 I71-11 10-1 Y69 1'4' 1'4' 1'4' NO K T T .ax4 4 12 mi. G FH J L M ry T a4m T1 B lift jAmt I) T 3 sa. s OP MA3a AI) F- { 1]'! 'aI 3'13 r1r1z 4]Q � raw I lyse welling Cribfla 9w6 WIPO Cr da Snow CMafk(P9.M In Per) Defil Cruel ♦Maximum Reactions[Wal TCLL 20.00 Wind Sud: ASCE]-10 Pg:NA CC NA CAT M PP De6ecflan in IOL t/defl Ulf Gravity Non-Gravity TCDL7.00 Speed: 130 mph Pt..NA Ce:NA VERT(Lq: 0047 E 999 240 Loc R. I R- I Rb I Rw IU I RL BOLL'. ON Endmiu a Closed Lu:NA Cs NA VERT(CL)'.0.006 E 999 100 B 799 I- l- I- 2]0 I- BCDL 10.00 Risk Category:Il Snow Duration NA HORZ(Ly: 00120 - - P 623 I- l- I- /179 A Des Ld' 37.00 EYP.D Kzt NA HORZ(TL): 0021 0 - - Wind reactions based an MWFRS Mean Height'.15,00 If Code/MIac Citadels Cree Factor'.29 B B,Witlt(1=3.5 Min Req=15 NCBCLL'. 10.00 TCDL:4.O paf p P &g Wtltll=- Min Req=- BM Code FBC 2017 RES Merz TC CSI: 0.9]4 Load ion BCDL:5 0 psf g Bearing B is a rigid surface. Load Duration 125 ~RS Pare.0)Din;O b M1l2 TPI Fa 2014 Max We CSI: 0.517 Members not listed have forces less than 3759 s) Spactng'.249" C8C Dict a:300 fl Rep Fac.Vallee by Ld Gee Mex Web CSI: 0.380 Maximum Top on, Foroea Per Pty(lbs) Lw.hamshowing 018Airy FTRtT ypist Is(2) CM1OMs Tens DOmD_ DM1ONs Tens. Comp, GCpla.I. Plate Type(s): Wind Durelicn:1.33 WAVE VIEW Ver.1].02.028.0123.11 B-C 353 -1ME-G 314 -1134 C-D 335 -123S 0 G-H 319 -1142 Lumber � Atltlitlonal Notes 0-E ffi -1148 Top chord 2x4 SP a2 T12x0 SP a2 BORATE-TRTD'. Referto Geneml Notes for additional intonation Bot rJmrtl 2x4 SP g2 Laterally brace TC bedw filler®24"O C (or as Maximum BM Chad Fmcaa Par Pty(lits) Webs 20 SP 43 designed)Including a brace on TC directly above Chords Tens.COmpChords Tens. Comp. Special Loads boll ends 0filler(if no rigid diaphragm exists at 8 T 149 -302 S- MetPan) R 1156 -299 --(Lumber Dur.FaC.=1.05 I Plate DurTac=1.25) T-S 1142 -302 R-p 1110 -326 TC From 55 pN at -1.98 to SS pill at 4.03 TC From 27 pit at 403 to 21 pit at 1146 TC From 55 PH at 114610 55 pit at 11.88 Maximum Web Fortes Per Ply hos) BC:From 4pit n -198ro 4PN at 0.00 Webs Tens Comp. BC:From 20 pit at 0.00to 20 pit at 403 H 0 355 12(W BG From tit pit at 4.03 to 10 pit at 1180 TC'. 1241E Conc.Load at 4.03 TC: ED lb Can. load at 600,8.06,10.06 BC: 153 lb C.C.Load M 4 03 Mllfow, BC 621E Com, Load at 6.06,0.06,10.05 P,` H ovorye ' Plating Notes �\ ..........Il All plates are 2X4 except as noted Purlins l In lieu of structuml panels or rigid ceiling use purine ' O. 08 e to laterally brace Chords as rollove, e , Choltl Spadng(in oc) Stan(8) End(fl) TC 61 403 11.75 * ' 2 Apply purld5 W any chords above or below fillers , M 24"OC unless shown otherwise above. i S T �{ Wind OIC e `,....., •� �� Wind loads and reactions based on POWERS. Fig O Right end vertical not exposed to wind pressure. COA flf ALP w 01/142019 ^WARNING— READ RAND FOLLOWALL NOTES ON THIS ORAWINGI —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tm6sea require extreme W(e in lapr lin ,M1entlll ahl p�nq lablling and braoin RelW to follow the latest ed6n of SCSI Building ComponeMS2fety lnformahoq ppvvTFzn�SBCA) isa�eM1ry erances prior to DedorQo gore �undions Installer alnl lPprowtle to po2ry brzan per gC51 Unless notetl M se,top chod shall pro d attacheee rudureI sM1eaNin and bog M1orE sM1all ha a V oLeny aISaCM1ggtl d[Piling� LOCdg OnE a OWn fn! elmanent lat¢211e5aMaIIIt Of plebe all 1'hap¢bl Gin Qa�alleduPer 9651 ognS B3,B] 010, SGa�e Ap1y lel to eac�t face o�wss and position hown above and on the�O fqo tots, mess note tnePwlse. Referro ALPINE amVYRga 1s0A-z°for spenders pleb ogslaona. AIylmm a division of IM BuIIIaa�� CCorr 1 Grap Inc hell not be res Onable for an deviation from this or an failure to build the .. IrOas mrmance Bh ANSIPfPl t,or iOr�ia 011tP sniaain talla118n entl braang yOf irussesA Seel on 0lrawnX overap 677 Fomm Dr. lialin thi�dr en dicatt dc[epptbaricep pm�'es �en"ggn an ponalbil'ddvv EOleppro �h deN M1Os�n. The ut$aility Bute 305 entl �se ] tai 'ngforany-Vucbre la the----- s1011lry lo�ta �uiltling Oesigder pelANS?PI1 N.Y. OraMe FL 32e21 Fw Inbrm ararta —wifix. ALPINR wx um;T%;mvx :SaG; wwn.¢EtinEu m;ILC —um., GEON:)33911/ T123 /NO Pry; 1 JaE Numbx 651310A Cus1:R RB353 JReI: 1WH003s30015 FROM:NAB Ory: J (HERITAGE HOMES 132010TH ST. DrwNo: 011.10.156.33683 Tensa 1pMc E41 I BAF 01,1n010 P10 P a'1' T 11'40'6 p�f ftY F apd 4 III3 er T d 7 so s4 e . 111 T A tat 4(A1) x�A 6}YA IIIMBG �11'ttla 7 -1'11'11 SIP4 50'd 9n4 11'ttla Loading CrBada man WOE Criteria Snpw Cr da(PaPI In PSF) DeWC81 CMefia •Maximum Reactions Ilea) TCLL'. 20.00 Wntl SM: ASCE7-10 Pg:NA Ct NA CAT:NA PP DeBec ron in loo Ucall llY Gravity Non-Gravity TCDL: ].OD Speed 130 mph Pf:NA Ce:NA VERT(LL). 0.0211 909 240 -cc R+ IR- IRA IRw /U IRL BCLL; 0.00 Enclosure.Closed Lu:NA Cs:NA VERT(CLI: 00401 999 180 B 572 /- /- 1380 1178 1100 BCDL 10.00 Risk Category:11 Snow Dumibn:NA HORZ(UQ 0006H - - G 428 /- /- 1274 1165 1- Des Ld 3].00 EXP_D Km,NA HORZ(TL)'0013 C - - Wntl reactions based on MWFRS NCBCLL 10.00 Mean Height 15 W fl Cotla l Mlec Criteria Creep Factor:2.0 B Brg Waite=3.5 Min Rea= 15 TCDL 4.0 port G Big Width=- Min Red=- SOIfR 2,00 BCDL:5.0 psi BMg Cade: FOG 2017 RES Mex TC CSI: 0.3]1 Bearing B is a rigid surfacer. Wild Duration 1.25 MFRS Parallel Dist:N2 to h TPI Slid 2014 Max BC CSI: 0.451 Members not listed have farces Was than 37M Spacing:240" CBC Dist a:3008 Rep Fac Yes Mal Web CSI:0.47 Maximum Top Chord Forces Per Ply(IW) Loc from ambient:not in 450 it FT/RT:20(0Y5(2) Chords TensCompChords Tens. Comp. GCpi'.0.18 Plata Type(s) Wntl Duration:1.33 WAVE I VIEW Ver:17.02.028 0123,11 B C 1W -716 O-D 20.5 -687 Lumbar Maximum Bot Chats Foes Per PN(Ins) Top cWd 2x6 SP k2 BORATE-TRTD:T2 gas SP 42: Chords Ten3CompChords Time Comp, But chord!2x4 SP 42 Webs 2x4 SP 03 B-J 623 -321 1-H 818 -316 J-1 624 -3113 Wind Wind bads based on MWFRS with additional CSC Mulmum Web Fomes Par Pty III member design. Web. TensComp. Right end vertical not exposetl to wind pressure. D-H 342 -888 Additional Notes Refer to General Notes for additional information _dH1RNlNlprpprp MEH F.. o. 08 1 pt S T 0 coA en,�ONAL MIM11,aa1.� a 01/148019 ^WARNING" READ AND FOLLOWALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesre eexl scare in fe tin ,tlendlinp sMpping,ineRuling and braen Refer to and follow the latest eeM1m of BCSIBuildin Compon e4 1ery fabrmation,bymTPl an�BBCA7 roF sarery praplces Drior io per�orgmi 9lhesa I -on. Insblle slrl 1Pprwide to poary bracing aC$I.Unless noletl o erwiS .bP�ene sM1all love yen wiMUetl V-"k I sin 4.1"np and boryo I -.9e da a ro�D ilacnetPN a lin LLoacalloms snovn force pt iateml reSsr3lni M ba aM1au he eratina slaliede�r Bc l S¢mons 69,4] eaaw"nBsca1�6UA�Z°ro�ysPancamplate poceli^fimss aria posldon shovm aboveane on i{1 Jd Coelaila less no ted Wnarwlse. Refer to ALPINE AI Ne.a division of lTW B Itl�n ppompon 1s Gmu Inc hall not be responsible for any rfeviatbn from this di failure to build the t� nformancewhh�f15I 1 t,u orr ha d1uP shi pm ,installation and braung pf hussesA al on Ni tlrEwrXg or Th."MALI 67S Forum OMe m ligry n elSh In Indic% aceofaace �'e P p n en gonslbliry solei �h sls n hewn, Thor s�IRbllfly Suite a05 antl $ ft is �iawing ror any a ructarege Bre aporisiblirry o�sll ju�dine Diddif or Pe�ANrSIRPP813�s.2. Far mon lrJmmatim orae Niaa stat odea lea. ALPINE.vmw an4R'.w.vn rI5e0A:— Stir m; do wxx rcvale. Onantlo FL,32821 SEON:]34313I T23 I MONO Fly: I Job Nual 651315A GueI:RR9353JRN 1NMO93530015 FROM:IAB Oty: 1 (HERITAGE HOMES 13201 DTH ST. DmNo: 011.19.1506.34522 Tmac Label: E42 TLE I OF 0111112019 V1n 1'1 + 11T 11'180 P 569 IITFEF T n 2 m 0 N, 1 T e a.xe 1 1 A m101 x Au mM4 Ilse m4xsl+A131 �V I--Inas s 4 s8'4 Hertz—I sw'v F n'ss Y 1'1Ve Loading CrUi mat Wine Criteria Snow Crlferie IPg,PI In PSF) DeNCSI Criteria ♦M imum Reactions(1ua) TCLL 2000 Wad S% ASCE]-10 Pg:NA Cf.NA CAT:NP PP OeRection in los Udet Uir Gravity N.GaNily TCDL: 7.00 Spred: 130 mph K.NA Ce'.NA VERT(LL)'. 0,039 1 999 240 L. R. IR_ /Rh IR. IU I RL BELL: 080 Endosure.Closed Lu:NA Cs:NA VERT(CL). 0.071 1 999 180 K eat /- /- 1587 293 1180 BCDL 10.00 Risk Category:11 Slaw Grand.:NA HORZ(LL)'.-0.011 F - - G 1063 1- l- 12]] 1286 A Des LQ 3700 UP:D On:NA HORZ(TL):0.020 F - Wind reactors based an MFRS NCBCLL 10.00 Mean Heigh:t,5 DO a Code I also Criteria Creep Factor,2.0 K Brg Width=3 5 Min Req=1.5 TCDL:40 of G BN Width=- Min Req=- Bltl Coee: FBC 201]ftE5 Max TC CSI'. 045] Soffit,: 200 BCDL 5.0 pst g Bearing K Is a ngid surface. Load Duration:!25 MFRS Parallel Dist F/2 to h TPI Std: 2014 Max BC CSI'. 0.841 Members not listed Nave roads lass than 376a Spaong'.24.0" CSC Dist a:3 00 t Rep Fac:Vanes by LC Case Max Web CSI'. 0548 Maximum Top Glomal Fortes Per Ply(lust, Loc,from ea ll:not in 9Wfl FTrTF20(0u5(2) Chords Tens.Camp. Chords Tens. Comp. GOpi:0.18 Ptete Type(s)'. Wind Duration1.33 WAVE VIEWVer:1702028.0123.11 B-C 4M-1]4B C-D 481 AM Lumber Maximum Bot Chore Fomes Per Ply got) Top crit b5 SP 92 BORATE-TRTD'.T22x4 SR a2: Chords Tens.Comp. Chords Tens. Camp. Bot choN 2x8 SP SS Fares Wa0e 2x4 SP 43 B-J 1561 -421 I-H 1556 -414 J-I 1594 -416 Bracing (a)Continuous IaWrel restraint equally spaced on Maximum Web Fomes Per Ply Qbs) ember.Or l x4'7-remloaement,80%length of Webs Tens.Con, Webs Tel Comp, web member.Some species S SRB grace or better, attached with ad Box or Gun(D.113"x25';min)naiis I-D 686 -100 D-H 445 -1673 @6,¢ Special Laaes --(Lumber Dur Fax,.=1251 Plate Dur.Fac=1.25) TC:From 55 Filet -1 96 W 55 pit at 1188 BC:From 4pit at -198 to Opit M 0.00 ggwplWNry BC:From 20 pt at O.00to 20 pit at 1186 hhh BC 944 In Conic.Load at ].90 Plate shin Table rot•• • �� JT Plate Chord JT Plate Chord No Size Suitt Bite No Size Sha Site � "Y 1131 W4x6 S 3.25 '' 0 708 ' s Wine Wind loads based on MVVIFRS flyy Right end venial not exposed to wind pressure .OS S T O ,Q Additional NotesP r' Rater to General Notes for additanal information VF�-U. ••„ � ,.••G\ con ONAL�N6. 1w "WARNINGS REATHIS RAWINGAND LO ALL LCONTRA TORSI INCLUDGRAWINING "IMPORTANT” FURNISH THIS DRAWING TO ALLCONTRACTORSINCLUDINGTHE llowINSTALLERS TTmsses re trema are in h tin M1antlll shYp�ny, stalling and ter n Refer to and follow Me la est,eei00n of BCSI Building ComPonen�15akty lre0rmathon,WTFzn�5BCA7i�'r eatery practices poor to per o�in- gWese funcllons Instal�ersshallooawpce to Fora _ amclngpe BLSI.um¢ss notes 0 top chow shall nave pro d erected s cWrel sheat0hrq and bort M1ortl salol!Byl�a/pro�erylr ttechea r ids Ilio Loce0ons sM1 nior ermanent lateral restrgn��i weer sRall M1av a tin nslalletluperoB�ols o0ons or 10y ag appsce� lmeg,o acn°aa of tmaa anal tion as air above anal an ifi �o nilierong, less tie€ themige. Refer W' ALPINE erawinga lsoA-ziB�YsYa aeon plate poatrone. posh 67W AI in@ha division of ll B IIIe Components GrWpyp In sM1dll npl be res sple for.any tleviatio from Iris drawin a faiWre to guile the ,„ iNss anformanceilq�N�l/�PI 1,or ror M1anUllrl �ipn nisi lla08nanE bracm firusa sot IonWi erSwrX er pap Forum OrNe Sam listlnY Nlo�r�rWn� remolds acceptance of �'aaal�ni� ""99�n n� resYo g�bgllNa g iorthe�l;sn.g4nov�rl. me sulW�inry nile 305 enc Bae owing for anys cWreis erespo s Ieliry (the uIl0lM1g�ealg rperYANSIRP FarmmimwmsucnwRs' a's eralnws eaexM Styes:PLPlxe vmw a:eeG'. xw m,ICC'. ww 0.1anW FL,32821 SPORE 7339151 Us I JACK MT I Job Number: 651318A CusI:RR9353 JRN: IWHC935311015 FROM:KAB Dy: 5 (HERITAGE HOMES)320 101H ST. DrwNa: 011.19.150632790 Tiose Label: E43 / BAF 01/118019 4 1'9"8 1' 0"10 3'9"4 T10" 1'9"9 2 1'1010 40"12 E T T ih 1377 12 T2 ,ITT 4 � Z2X4 D %4X6 B m a p0'1'2 = q(pi) 1112%4 -3X4 ]'3"13 66 ]'3"13 - 'T10" LOW Ng Or ,.(pal Wind Crlmru Snow CHbea(R9M i"PsFI Ibf-wr Criteea ♦MMrlmum Reactions(lbs) TCLL. 2000. Wind Std: ASCE]-10 Pg:NA CC NA CAT:NA PP Call In Io,L/ee9 Ifll Gmvily Nor-Gr TCDL 7.00 Speed 13D mph PF.NA Ce:NA VERT(U-) 0038 H 999 240 Loc R* IR- IRh /Rw IU IRL BCLL. 000 Enclosure:Closed Lou NA Cs NA VERT(CL)'. 0084 H 999100 B 427 I- I- /300 HIS IB3 BCOL'. JaN Risk Category'.II Snmv Duration NA HORZ(LLj: 0.016 C - - F 200 A 1- /147 84 NOW 37AO EXP'D KaL NA HORZ(TL).DD35 C - - E 92 I- I- (d3 198 1- NCBCLL'10.00 Mean Height.15 006 Code I NBC CflbfW Creep Factor 20 Wind reac om,based on MWFRS TCDL:40 told BM Cade: FBC201]RES Max TC CSI: 0263 B Brg Width=35 Min Rcq= LS Solid: 200 BCDL 50 Ed g F Brg Wlmh=1.5 MinReq=- Load Dure n:1.25 MFRS Parallel Diet:h to 2h TPI Sol 2014 Max BC CSL 0459 E Brg WiMh=1.5 Min Req=- Spacirp:24.0" C&C Dist a:3 DO R Rep Fac:Yes Max Web CSI: 0137 Bearing B is a rgie grace. Locboor embeall.roll In 9.00 R FTIRT:2MO)/5(2) Members not listed have torces less Nan 375O GC':0.18 Plate Tyggsr Maximum Top Chord Forces Per Py( as) Wind Duration:1,33 WAVE VIEW Ver 1702.028.0123.11 Chords Ter.Comb Lumber B-C 15] -393 Top chord 2x8 SP A2 BORATE-TRTD:T2 NO SP Ohl: Bot Chord 2x4 SP O2 Webs 2x4 SP O3 Mind Wind loads based on MWFRS with addNonal C&C memom design. Additional Notes Rete,to General Not for addiOcoal Information Provide(2)0131'k3 0",min.Insureds at tap chord. Provide(2)0.131'5t3 W.min,toe-nails at bottom chord. mnlmyµy v eHsF f o.jos v „t S T o Qf COA r ONALE,Npa rrm 01/142019 _ "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTmaces require extreme cele inh fin ,handlin ffiI pig - falling an tl to ng Refer to antl follow the latest edition of SCSI(Building Component Safey lnfpnnab"n b T�I an�3BCAl i$F se�ery"piadicea prior to pert"rmingtheu fun ions tallerssnall orovlee Rmpora7 araorn BC81 Unless nMetl 1larwise,io �or0 shall have property ahacha Imctural sM1ealMn and botlom Chob;M1^gl h grope y go. r. 0 lin L torn.sp n for o� anent lateral,dears olldflwabs a I hav a an a�aI r BCJI yeCt� 6 1'$i or , D as appucs cNp toy late.to achmiece of buss antl pos10on above and on lh �o lQOeNlls, IPilgesa noletl otlierwlse. Retertb ALPINE erawmgs 160A-Z f8r S eneard pasta poshil Aline division of lTWI IdI pQ pon Grey In hall not be re. riple for any devigi fom this drawing spy fadure to build the it as I!I froo ainCei eh PIf151RPnIF MrgGTtl slli pin .Installer n a C bra<0 f huaSeeaA seal On MI or8W10 cover 8]50 FpUm Doren ISO g E di es sacra f ro�'eu�ona� re one�bgli lel tort sfi hoss�n. The so ility and $ rubs"$rzwoy"�or rs�"maaweml;Phere.pon.imTic�or°rne"�unalRg Da,igtX.r PeYANSI�`P�i s'k".i. For lnmima4on sce lnin.s eM these we>u4a nvwE:xwx.el lmax.wn;i ISOCn:w mIICC: wort waNe. Orlando FL,32621 3EGN:T33B12/ T2] / JACB PIy: 1 Job Number. 651318A CUA:RRS353 JimU IVM093530015 FRIXJ:NFB Oy: 1 (HERITAGE HOMES 132010TH ST. Doi 011.181508.32558 Tmee Libel: E43B I BAF 01/11MI9 i 3'9'V 3'9"4 4O"12 D 12 T 13'11'7 4 p gC C 03X4 A 10'1"2 FE =3X4 =-4 (E1) T3'13 8"3 7'3"13 T1 " LoatllrM CHter4(pal Wintl CHtar- Smow Ctarla lPg,Min PBF) OMlltsl CrlUHa •Maximum Reactbns(Ibe) TCLL 20.011 VMd SUI ASCE]-10 Pg:NA Ct NA CAT NA PP Deflection In roc Udefl L/i Gri Non-Gmvey TCDL: 7.00 Speed: 130 mph Pf,NA Ce:NA VERT(LL)'. 0.021 B 999 240 Loc Re I R- 1 Rh I Rw I U /RL BCLL'. 0.00 Endosure.Closed W'.NA Cs:M VERT(CL): 0.015 F 984 180 A 293 /- I- AN 134 /57 SCOL: 1SW Risk Category:II Snow Monti NA HORZ(LL)'. 0.008 B E 204 1- 1- /158 I30 I- Des Ltl: 3760 EXP:D Kit.N4 HORZ(TL):11018 B - 0 89 I- P I32 128 /- NCBCLC 10.00 Mean Haight 15 n0 fl Coda I Wix,Crlmtla Creep FaUor 2.0 Wend reactions baked on MWFRS TCDL:4.0 Pat Bltl Cotle: FBC 201]RES MU TL CSI'. 0N5 A Brg Width=3.5 Min Req= 1S Sofro 200 BCDL SO put TPI SiQ 2014 Mea BC CSI: 0639 E Big Width=l5 Min Req =- Load Duraton:135 MFRS Parallel Dist:h to 2h D Big WMM=1.5 Min Req=- Spadng24.0" CBCDiAx.3.00ft Rep F.Yea Max WAD CSI .3 Bearing A is a egid surface. Lacfrom endwall'.net In 900 R FTIRT.20(0y5(2) Members not listed have Mrces X55 than 376a GCpi:0.18 PIMs Type-): Maximum Top Chond Forces Per Ply(11m) Wind Duration.1.33 WAVE VIEWVef:17.02.0280123.11 Chortle TmUComp. Lumber A-B 852 -941 Top chard 2x4 SP a2 BM choal 20 SP g2 Maximum Web Fomes Per Ply Rhe) Webs 2x4 BE i3 :Lt Slider 2,45E 0:BLOCK LENGTH= 1603' Wells Tens.Comp. C-F 305 -387 Wind Wind beds based on MFRS with addhoral 08C ember design, Additional III Refer W General Notes for addhonal information Provide(2)0.131'x3.0",minice-nails at top Mount Provitle(2)0.131'X30",min.Ice-nails at bottom chord. MrRNIMpreh 0. 08 1 ,e°�• S T 0 ;eQ s COAFFs �0NAL � 01/102819 ""WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING( 'IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TT ass es requVe enreme rare in hp�5aan lin shi gin"alflng andh Refer to dcfpllow Me latest edi)on of BCS( Builtlin Component Safety lntormabon,by TPl ana'SBCP)f�F sa�¢w pr'aUices prior to perlo�ming Meuf eons Installe5 shill prowtle porn brawny oer BCS(.Unless noktl oNerrn3e,top�aN shall have propery attarhetl slmUural sheatKO g E boopr0 gM1ora 6hall have a plop¢ a5 acM1€tl tl ceiling� LMdSlons sM1own Mr ent Ntefal r aasrslnl of webs shall M1av U slalletlU tlCJI sechons B3,W or 91 Up lice�e Apia tat mearn face of t�mss and posdlon M1Own above and on �oin�DeaiN, pnf ted otherwise. Refer to ALPINE EiewiRgs 180A-Zf{or sP n�ard plat positions. AI ice,a divislon of ITAr Buila� CC mpon t Grog Inc hall nottsbe responsible for.any ileviagon from this draw�f� a failure to build Me tr� conformance th ANSIPrPIC 1,or or dbr� ati pm . tallabon and bracing pl,vusaeek sal ontMs ar�ya 9or cover i4ebt " liadn is ilyrawvdln Yndicatn o(ance o� ro�'eeaioona� n9n d resPonaib lily olel h din hown. TM1e su by 5]'x,05 morias m and Bse of thla �iawing for any structure Ic�1e msponaibilrry o he�u'Itling Oasigrfer peYA B�1�PI i b�c.2. Onanoo FL.32021 Fampe wrwmatim a®Nub vat odea Ns'. ALPNs'.ww an:i%'. wmv SaG.wxw.sboMus mm:ICG xwx vseh. SEON:7337W TIM (HIPS My 1 Joa rT=1HU51318A Cud RR9353JRN:1NM0a1. a is ` FROM:Me Oly: 1 (HERITAGE HOMES FIMIFTHST. OmNo: 011.19.I505.32100 TmF.takel: God I BAF 01111/2019 J• 12 =4X8 =4X0 6 p C D T 03X4 13X4 9 E A F N 1 I1a12 1113X10112X4 =3JG(4 1113X10(E3) =4X8(E3(3) =01)l 12' 27'12 5'6-12 H 3'1'II 8'0"8 118" H g^ II Loaaing CrB ,(Pm WIM Crashes Sam GrNeaa jpg Pfd PSF) DaBIC31 CrNaaa ♦Matlmum Raacllons(lbs) TCLL20.00 Wnd Std: ASCE]-10 Pg:NA Ct NA CAT,NA PP Deflection in loc Ude9 V!I Gravity NonGlaviry TCDL, 7.00 Speed 130 mph Pf NA Ce:NA VERT(U-t 0.017 G 989 240 Loc Ra I R- 1 Rh I Rw /U !RL BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.031 G 999 100 1 600 I- 6 I- M90 I. BCDL: 10.00 Risk Category:11 Snow Duration'.NA HORZ(LL)'. 0.008 G - - J 600 I- 1- I- 1190 1- Dee Lo. 3]00 EXP'D Kat.NA HORZ(TL):0.011 G - - Wald reactions bash on MWFRS NCBCLL 10.00 Mean Height 15.00 fl Coda I MIec Orllerla Creep Factor,2.0 1 Brg Width=- Min Roy=- TCDL.4.0 led J Brg Width=- Min Req=- Solfit 2.00 BCDL'.5.0 psf Blog Cotle'. FBC 201]RES Max TC CSI: 0.994 Members not listed have forces less lean 3758 Lead!Duration 1.25 MWFRS Parallel Dist.0 to M12 TPI Sid 2014 Max BC CSI: 0280 Maximum Top Chore Fmdas Per Pm/(lbs( Spadg:24.0" C&C Dist e:3.00 fl Rep Fec'.Varies by W Case Max Web CSI: 0.13] M:xi. T Topns Chooome Fenced Chmap Tans. Comp. Lot from Showell:NA FTIRT:20(0)15(2) C'ends GCO 0.19 Plate Type(s) A-B 289 -922 D-E 218 -87 IMM Counsel 1.33 WAVE VIEW Ver 1702028.0123.11 B-C 27) -081 E-F 288 -915 c-D 239 -]m Lumber Aaaiflonal Notes Top clmN 2x4 SP 42 Refer W Gem+ml Notes far atlaitionad information Maximum Bot Chord Fomes Par PM Ilia) Bot chord 21M8 SP 42 Chords Tans.Comp. Chords Tens. Coms,. Webs 2x4 SP 03 'Lt Slider 2x4 SP a3:BLOCK LENGTH= 1500' A-H 785 -NO G-F no -240 IN Sider 2x4 SP 93:BLOCK LENGTH= ISW H-G 74 -239 Special Loads ---(Lumber Dur Fac=1 251 Plate our.Fac=1.25) TC:From 56 pit at 000 In 56 pit at 3.00 TC.From 28 plf at 300 to 26 pit a1 9.00 TC:Fhom 58 pit at 900 to 56 pit at 1200 BC',From 20 pit at 000 to 20 pit at 303 BC'.From 10 plf at 3.03 to 10 elf at 8.97 BC:From 20 plf at 897 t0 20 plf at 1200 TC: 63 lb Conn Load at 3.03,8.97 TC: 31 Ib Conc.Loatl at 5 06,6 94 NMW4Mp7 BC: 11010 Conn Load at 3 03,6.97 H p7k, BC: 551b Conc.Load at 5056.94 � ..e••••` k(Ay yq In lieu of structural paned Or Wid ceiling use purlins I• V to lalemlry brace shards as follows: Chortl spactng(in cc) Stl Emil O. OB TC 70 300 900 AppO'purlins to any Morris above or below Niers at 2,F OC unless shown offam ee above. * `y 4 Heagam l Thea .qS T 0 • )Z. (J)Hanger Support Required,by others 9'OF,• � .•f � Wind fS NG\ Wind leads and reactions based on MWFRS. COAL*4- NAL 01/14/2019 Wm�' -WARNING" READ AND FOLLOWALL NOTES ON THIS DRAWING' 'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TT asses re admire ore in hp� fin h dlln ds qng Installing and bradn Refer to and follow the latest Sell of BCSI(Bu c ur, Gompohern 6ally Information,py TF�ant's�cA)fB'r as- pr'ad'cea prior m cerfo�rning these functions In tellers shall pr de temWraly mac,n BCS' unless ngte0 a II lopChhortl shall have p erly attached structural Sheathin and boffin O0Nord snap M1 propetl nech� qqlo tiny Looeons shown ane t lalaral ressr i t of webs shall M1av er un walled yer BC31 s otherwise B] or B10Y as aRDlioM ceAp N Iles 1p ead'hce oP�mss dna prear. hown above antl on at .adnfgDMails. Mless noteg t11em'se. 0.ekrtn ALPINE drawings 16UA-Z!$r s�antlaM plate positions. AI m ,a dlMdM of ITW B n ppompon nts Grou Inst hall not be res ahs bre for.anyotlevialion hom ruts dr a hiWre to build the µ v�s'n nl ance i^mk IPrPI t,or for hontle'� hipp'n , tallaLBI and bracing fmosesA al on tM1�g Or�w ra� over 6750 Foul Ddve m If n a sicales acts dote 1 �esa'ona� to en biliN solol rlite tle n0v�i ine s�i�P6iliy Sune305 tl �i f this �iawing for any P minis Ala msponsild0r 7t{r �uiltllrpig Oealgrier peYANSI/TPIt c.2. re inlwmeem seo M¢ 6'am se PoeweE tl'x:nLPwe—devc. vnliPl'. wry 66LF.xnws[amu m'LG ww veaN.o Orlando FL.32a21 SEDN:]33W5/ T81 / EJAC %y: 1 Job Numbx: 651316P cast RR9353 JRef 1NM093530U15 ` FRIXA:xFB Ory: 15 (HERITAGE HOMES)3W 10TH ST. Diahro 011.19.1506.33148 Tmae 4bal: EJ45 I BAF 01/112019 J 8 5'15 ]' D Tz 12 s p .i 11 a4x3 w C A - ._ , F Errz =sxgez) m2x4 51.12 no^4 r Loading CrIbria Ip4b Wind Craerls Snow CNfeHa(P9P1in PSF) (elft Kriteria •Maxim0um Reactions(Iles) Non-Greviry TCW 00.00 Wind Std ASCE]-10 Pg;NA CL NP CAT NA PP Deferral In loc Uma Lie TCDL'. 7.00 Speed: 130 Intel FINA Ce'.NA VERTILL): 0.040 C 999 210 Lac R+ IR- IRh IRw IU IRL BCLL000 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 00]2 C 999 130 B 397 L I- 4293 197 4149 BCDL 10.00 Risk Calegoly:II Snow Dureraon:NA HORZ(LL)' 0028 C - - E 143 /- /- 4108 R6 I- EXP:D Rt NA HORZ L:0051C - - D 134 /- I- I84 181 I- NCBCLLB Ld. 3].00 (F Mean Height 15 00 fl Cafe I Mlac Cdteda C Factor: 0 Wind reactions basad on MWFRS Noffit:1000 TCDL:4.0 pili reap B Bry WIMh=5 5 Min Req= 1.5 Lod! ti BCDL 5.0 pat Wl ed, 4 2017 RES Max TC CSI: 0.]3] E Brg Wid =1.5 Min Req=Load!Duration:1.25 MWFRS Parallel Dish.0 to hl2 TPI SM'.2014 Max BC CSI: 0,419 D Brg WMM=1.5 Min Req=- Spacing:26.0" CSC Dist a;3.00It Rep Fal:Yes Mile Web CSI: 0.213 Bearing B is a..giIII surface. Loc,from endwall'.Arty Iii 20(ON5(2) Members not listed have forces less Man 3750 GC,0.18 Plans Type(s): Wind Duration 133 WAVE NEW Ver:17.02,026.0123.11 Lumber Top chord 2x6 SP A2 BORATE-TRTD:T2 244 SP a2: RM chord 2x6 SP e2 Webs 2x4 SP p Wind Wind loads based on MWFRS w3M1 additional C&C memberdesign. Additional Nobs Refer to General Notes for additional Information Prowhe(2)0.131113 0",min,toe-nails at top chord. Provide(2)0.131'83 0,mintoe-nails at bottom CfoNH.. �a4B1aNMlmeMeej O. 0$ i e o't S T O �E s 90FSS�.....�.••N��`�, CDA F ON��AE,reN+'� 01/142019 "WARNING•' READ AND FOLLOW ALL NOTES ON THIS DRAWMGI "IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T saes posse extreme.,an fabscatinp'pp�� aelio ahi p� g siallm and Oraclng. Refer to and follow a pe latest editionofBCSI(Building Component Safety Information,pv TPI an SBCA)Fo'r sa�eQy$iaalces prior to performing Mese lundlons In tellers stall Yy Ovide temporeryryry among hi unless noted oihe—jilt.W rmhaonQaM1all nave pproYYed a8achetl ebuclureI sheatfln d boalrom M1ord Sllall�iav��pro�ary nacne8r dceilin ocabons showna t lalsral rea5srslnt�t weba.M1alI M1a a on �a Is aC is onona B3, or 1V aiiii w�¢ APp�YpiratestoeachfaceoPtrussaneonsMan M1owinaboveandon`I `�oi tDe4auI, lPrlg noted compares ompares RMerto ALPINE drawings t60Ad ler sl'aa ll plate poollons. ATM, a dNisonoflTW Builth. Components Group Inc hall not be reson 'ble for ant tlevotlonfomthis daw.ippapy failure to hold Me bJss nrroo since l^n ANSIPrP11 for h0ands nlapin tauab,Qn and omcmg Tr nuBsasA eel on this arBle"rl ova eYg g]50 Forum Dove listinguse of tl¢alles acce Once f .Tessom "gip ren SlbiIjsolep he tln shosl�n. The tzebilily tlof�llian�iawingl any e�mmure is�M1e resporemig�ry �te{re�uilUiRg Oeslgde pelAl�S�RPI 15�c.2. suite 305 Fa mwelnaimaxon im MN lob'a rd dose vM al,aa: P :SBCA'. —woraundi acm:ICC. awx i M Odndo FL.32621 t ' SEON:733M T130 /FJAC Ply: 1 JOE Numaac &5131M Cu. RR8353JRe11WIOB3530015 • FROM AO Oly: 4 (HERBAGE HOMES AM110TH ST Dri Oil 18.1508.32BW Tmas 1-mal: EA6 I BAF 01111IM19 C 2 T „'9e2 4 � B N My, N � A 1012 D X4(At) 1',1"12 4 =j 4' Wading Crfterfe(pa) Mind CrRerla Snow CNMNS(pi 0 PSF) OaNCSI CMerm •Maximum Raectlom(am) TCLL 2000. Wnd Std ASCE 7-10 Pg:NA CV NA CAT NA PP DeOectpn in I.Ui ted Gravity Nm-Gmvily TCDL TOO Speed: 130 mph %:NA Ce:NA VERT(LL):NA LOC R. /R- /Rh IR. /U I RL BCLL TOO Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 300 /- A 224 /110 Am BCOL'. 1000 Risk Category:11 Snow Dumt'wn:NA HORZ(LI-f 0.001 D - - D 62 /- F 146 A A Des W-37 00 EXP:D Kat'.NA HORZ(TL):0.002 D - - C 00 /- 1- 23 /43 A Mean Height'.15.00 fl Code I Mine Crill Creep Fai 2.0 Wind reacAons based on MWFRS NCBCLL:1000 TCDL.4.0 psf B Bm Widlh=3.5 Min Reg=15 SOIM 2W BCDL5 0 paf BOB Code: FBC 2017 RES Max TC CSI: 0.183 D Brg Widd =1.5 Min Rep=- LoadDumdon:1,25 MWFRS Parallel Due 001,2 TPI SM: 2014 Max BCCSI: 0.118 C Big Width=l5 Min Ref Spacing.24.0" COG Dist a:3.00 fl Rep Fac Yea Max Web CSI: 0 000 Bearing Be a rigid surface. Loc.from endwall'not in 4.50 R FTMT:210y5(2) Members not fisted have M.less than 375% GCpi:0.10 Plate Ty re(s)'. Wind NOW. 1,33 WAVE NEW Ver.17.02028.0123.11 Lumber Top chord 2x8 SP A2 BORATE-TRIO But chord 2x4 SP 92 Wind Wind loads based on MWFRS with additional CBC member design. Additional Notes Refer to General Notes for additional infrdaudon Prrnide(2)0.131'%3 0", in tca its at lop WOW. provide(2)0.131"x3.0",mintoi is at DotWm chole. MN114NMb�h h � ... ........ p``w4 ill 0. 08 1 O 4 COA `r 41 AL�p„. 111/142019 -YARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T ussesre Wre etlreme rare in hbricatin It� efn ,h, inj mlling�and Dracin Refer to and fellow the latestedigon of BCSI(Building hired, had Safety Information,by TPI an$'SBCP)f$I sa I"piadices poor to perforr inuu these f nc6ons tellers shall provide lempomr� cram�q pe BLSI.Unless nptetl o ems eellop�oN Mall fib a pmpedy amched sireduml stun n d boaorn phound shall h prop¢ tlacMW r YJ c IN LOWhona shown ane t lateral reatraml bf webIS pall hav Dmq slalletl BC519ed1ona B3,B] o tl10y as aRPOra� p laces to ach fidea mark an'�posllam as shown above and on�e Jom"(Datalls, lPf ted oPerelse. Re�er to ALPINE drawings'it_Z1g�s�andam pefate poMull Alpine,a division of 17W Bppomponerda Grog In shall not%; eeyynsble for any peuddion Roarthis tltlrywi ,a, failure to build the moul .M.Mn.no,indicts�'��I/"!PI t,or for Im all sippm r, listgnnand bmong ftmssesp eel on fn dr$ ,Your a pa WW Forvm Give Itspn elso mwsn dlcat¢s ecceytans¢ p� �easlonaP pgln g nsiblIVsolel �"rthedes' nshown. t�abilily Suite 3m an $ f this $awing for any 9Puamm 1a�e responal0ilm/OtteF:"ggHall g Des�gde geYANSIrtPI 1 S�c.2. 11 mon rusi sae Ni¢' minw¢ ¢'. AL'ithe —nni:T' — or, SbCF:—toneuai cmIOP. --iffirl Oran FL,32021 SEON.133752/ T141 /E.WC Ply: t Job Numbn: W131- CusI:Rleglip ReL 1WHOAU30015 • FROM:OBOry: 4 (HERITAGE HOME$)32D IOM ST. OrwNo: 011.19.1506.32512 Trvx Label: EA? I DAF 01/1112019 J 3' 1'8"15"15 'x0 '40 1"B"15 1"9 D 12 M4C Yg T2 T T T � 12'3"2 ob �i—t`-Yr} 8 (7 B ni f1 A 1 1 1012 F E Y 2X4 111 3%4(82) 1'10"4 1'1"12 3' Loading Creams Ipso wine Catena Snow Crlbrla(Pg.pDn PSF) DMI Criteria ♦Hinman Reaction(lbs) TCLL: 20.00 Winn SIB. ASCE 710 Pg:NA Ct NA CAT:NA PP Deflection in led Jdall tflt Greedy Non-Gmv0y TCDL: 7 00 Speed 130 mph Pf:NA Ce:NA VERTILL): 0.002 C 999 240 Loc R* I R- I Rh /Rw I U /RL BCLL 000 Encbsure:Closed Lu:M Cs NA VERT(CL): 0.002 F 998 100 B 268 1- I- 218 la4 99 BCDL: 10A0 Risk Category:II Snow Duretion'.NA 110 Z(LL): 0,002 C - - E 55 I- I- /58 113 /- Das Lie 3150 EKP:D Kat NA HOU(TL):0,002 C - - 0 31 I- I- /15 118 /- NCBCLL:100 Mean Height.15.0011 COM I Mted CrXaM Creep Fatly[2.0 Wind reactions Eased on MWFRS Sol 200 TCOLIDpsf BHg Code'. FW201T RES Mex TC CSI'. 0.182 B Brg WitlM=5.5 Mln Req= 1.5 BCDL:5.0 pN TPI SiB 2014 Wil CSI: 0.015 E Srg Widtll Mln Req=- LoadDurahon1.25 MWFRS Parallel Dist.0 W N2 0 Rrg Widi Min per,=- Sousing.24.0" C&C Dist a:dab If Rep Fac Vx Max Web CSt. 0523 Sea0rlg B is a ngul surface. Lodhorn functional.net in 450 It FTIRT:20(OJ3(g) Members not listed have forces less Man 3150 GCpi:0.18 Pi"Wisa )'. ,Wind Duration'.133 WAVE VIEW Vex 17.02.=.0123.11 Lumber Top Cord 2,6 SP 42 BORATE-TRTD:T2 2x4 SP S2: Bot chord 2,6 SP M2 Webs 20 SP 93 Wind Wind Muds based on MWFRS with seasonal C&C member design. Additional Notes Relay to General Notes for atlditional Information Provide(2)0.131"x3.0",min toenails at tap Cord PmviM(2)0.131"x3.0",min.toe its at bottom Coml a"NRMlfwfns , o r 'f� p.7O8 � 5 T O Qx . . COA S �NALM 1. t 01/1d2019 —WARN ING^ READ AND FOILOW ALL NOTES ON THIS DRAWING. "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rTuses require exhefrnr�e care in fa bn V alfa shi ping installing and bredn Rehr to Tdfollowthe Latest edition of SCSI Builtlln Compone't Safety lnmrmatign b TPI aIK�'SBGgA)Iri �ery pratces priorM pedo iling ihese�u hone fellers shall rovitle to pore gracing RCS/.Unlex ngtetl olllerwise top chord!shall have Uroperk.aXaUeeee mcdur sGeafll�n d EOVom sryoN shall pa a pro e nache8ri ticeAln Locations show for rmaret lateral rea5i slut biwebs sll 1�have$ s hetl raBCol Olen B3, 7 �t asapphw6' Apply lat sto ach M trm5sandposition hownaboveantlonihergoic�Delasa upne(e tag therwise. Refer to ALPINE drawingsit t60A 2 for s i .,it plate positions. Alpine.a division of ITW Build n Components Grou Inc shall nqt be respons le for.any deviation hom Nis tlr2wlpp a dilute ebuila the thaw lnconforhimeowm AN�I/�PI 1,ortorha d1h ¢Silationang brawny IWssesA eel on tel dRwr pa 8150 Famm Drive nw andothisrlrawin ndicsal1m a$cce tante F eoKmore,� nngg nLL re o siG441Iry sol¢/ ��oo Dfhr��tltleal hoss�rl. The salge i 3ude 305 dna Dee of this �pusgf nysrructuregis Rrr sponslbilrryo(tlre6ullrlfiRg�xlgde peYAN3MTPli slrc.3. h Far mw¢iMwmaum¢ealN¢ a ALHec wxn TMrw'.cwn:Tn'. — :Sal —donsubryl wrm.imale.a Orman FL,32021 t ' SEGIN 7317221 T142 /E14C Hy: 1 Jeb Number: 85131 BA Cu51:F-M JRaf 1NMO8353W15 • FROM NAB Dly: 2 (HERITAGE HOMES)32010TH ST. OrwNo: 011.19.1508.33024 Tries LaOel: CAP / BAF 01,11=19 1'10"6 3' 1'1"6 , 12 6 t7- e4X8 C T h 11'8"8 III3X70i A T 1 _410'1"2 F D 2X4 2'0"4 11"12 Z'0"4 3 Laeding CrMaaa(PCO Wna Cdbrla Snaw CritaM IP,Pf in PSF) DeWCSI CH 6. A Manlmum Reacllnna Sha) TOLL: 20.00 Wna S0'. ASCE 7-10 Pg:NA Cl,NA CAT:NA PP oeftehou n m roc Udat Uns Gandy NonFGC%y TCDL'. 700 Speed. 130 mph Pt NA Ce'.NA VERT(LL)'. 0.009 E 999 240 L. R+ I R. I Rh I Rw /U I RL BCLL 000 Enclosure:Coal Lu:NA CS NA VERT(CL): 0.017 E 999 160 F 506 1- I- A ASO I- BCDC 10.00 Risk Category:9 SrOw Duration',NA HORZ(LL)'. 0.010 B - - O 241 1- I- l- /74 1- EXP:D ICA:NA Des Lot ORZ 0.010 B - C BB I- I- l- )31 I- d: 3700 NCBCLL:1000 Mean Heigh:1500R H �)TCDL:40 psi Cada l MIN CHterla Creep Fatloc 2.0 Wridreactions based on MWFRS F Width=55 Ming 1.5 SOMI: 2.00 BCDL 5.0 psl Bi COtle'. FBC 2017 RES Mae TC CSI: 0.181 0 Br ki =1.5 Mln Rl Load Duration:1.25 MWFRS Parallel Dist'.a 0 W2 TPI Std: 2014 Max BC CSI: 0498 9 -- Rep Fac'.Varies by Ld Case Max Web CSI: 0 W C Brg Width=1.5 Min Rep=- Spadng:240" C8C Dist a:300 fl Bearing F ie aright Surface. Loc from entlwall:NA "IRT.20(Oy512) Members not listed have forces less man 37M GCpi:0.10 Phm Type(sy Wind Dmetion:1.33 WAVE VIEW Van 17,02,028 0123 Lumber Tap Mord 2x4 SP 62 Bot chord 2x6 SP M2 Webs 2x4$P 93 :Lt Stub Wedge 24 SP 92: Special Loads —-(Lumber Our Fac=t 251 Plate Dur FaC.=1.25) TC.Fmm 56pgat 0.000 560at 3.00 BC:From 20 Piet 0.00to 20plfat 300 BC: 60010 Conc.Loatl at 1.06 Purlins In lieu of stmcluml panels or rg0 ceiling use purine to laterally breve chmtls as follmvs. Chord Spacing(in«) StaR(ILI Erd(fl) TC 10 2.17 3.00 IRINfi,'* Apply purlins to any Curds Coke or hal fillers � H e4.P, at 24"OC unless shown olberwh a above. �� •L,Cf"' Wind \J:ee jG •3F (;�C`'. Wind loads and reactions owes on MFRS, Additional Notes Refer to General Notes for additional inf nma5on Prov!Ce(2)0.131'Y3.0",min.tae-nails M top chord. l E Puowe(3)0131'`x30",min.Wei at Polll chord. Ay S T O • p .4Qd COA s ONAlr�pa, THIS IS DR ^WARNING•` RFADRAWING FOLLOW ALLCONTES ON ACTORS SCLUDING! 'IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTmsses reaauir extreme wre In fabricetln handling sM1l ng in;tallingantl brawn . Refermantl fellow the la�est¢dti of BCSIBuilding Cossesrel5aefeyreme rei MTPIono SBndling shi pr acYces prior0peai Re Mese fudfipli I tatterse II rovitle to pndhu gratin er,9BCC51.Unless nmetl o se,to mord Mal! ave properly allachetl ahuc0ml sheatpin and botlom hob shall M1a a pro n narh$�ri aceillng� L«ations sp n%o� anent tat@rel restraint of webs shall M1av a an solalled BcpSl setons B3`,�7 or�OY ass uta pp pays lnt to aM�s ftrussanaposnion as shown above and on �oinl9Delails, u�iefessnotetlotlrenvise. Refer to ALPINE draTIiRgs 160A-Zpfo nnartl pP(a[e pos'ilions. AlYinah a aiYisbn of❑r RX1,dny FC` ponents Group 1 Shall not be,myorksble for any tl viation from this drpwina, yfailum to build the real nformancewnh F�NSIRPI 1,«ror handlltl al�iFor oulatil6n antl broang fltrusssei seal on this ird a'0y or Pep iry 67W Forum Dow, rain thin r In ,in lcrl �cce tante ot r..', aronaP �g n d re;poneibRNttyv lery myth¢ads' n IioWI. ui1a561i suhe3W and �ae o�rnre � 4 tib ya�rucmreis�le responaiBltmyopte{iergulle bring rfor peYANSI/€PI 1 c.S3. Famon bramation ae•Nla-o4 mewM zres. ALPINE.¢wr mm-IDl:w .ssl wmr mtlnn:_on_onn Ontario,FL,32821 e EON,73365]/ T92 IHIP_ Fly I Job Number 651310A CUM'.R 88353 JRM:1WH09353WI5 FROM:ME Qn, 5 (HERITAGE HOMES ady WIN ST. GwNo: 011.18.1506.32836 • Trues Label: Al / BAF 01/11/2019 29"156'2"9 9'1013 F 2'9.15 3'4"f0 3'69 T . E b14214 11123(4D T2 T W 2 424 p of 5Xa is to B LL 1 A 1 110'1"2 FeelH G F l� =3X4(81) 1112X4 =3X4 2711 I 8'0"13 3'1"2 13'9"15 Ttt"11 9'10'13 Loading CliMda abbot Wintl CrlleHa Snow Crltede IF9,Pr In Past Dell Crlleda •M6x1MUM Reacdom(Ibs) TCLL: 20.00 Wintl SIP ASCE 7-10 Pg:NA CL NA CAT NA PP De0edson In la Li Ifr Gravity Non-Gravity TCDL: 7.00 Spend 130 mph li NA Ce:NA VERT(LL): O.172 D 602240 Loc R. /R- IRh /Re IU /RL BCLL 0.00 Endoiu e.Closed Lu:NA Cs:NA bligi L). O 313 D 375 100 B 417 /- 1- m /- RukCategoly11 e] /- BCDL 1000 Snow DureBon:NA HORZ(LLI: OOBBD - - F 321 /- I- /- 9B /- FXP D Nzl:NH HORZ L 0.123 D - - E 239 /- Dee LP 3700 (i 1: b /- I125 (- Mean Height 15.00 fl Cade I Mlec Crhede C FeMar'.20 Wind reactions based on M Mm R Soffit 000 TCDL 4.0 pef reap B Erg Width=7.8 Min Req= 1S SOME 2,00 MF 5.0 pM TPI Codi 4 2017 RES Mae TC CSI: 0865 F Brg Width=1 5 Min Req=- Loatl Duration.1.25 MFRS Parallel Dist 0 to 112 TPI SIP. 2014 Mas BC CSI: 0.903 E Brg Width=1.5 Min Req=- SpacinB 24 0" CBC Dtst a.3.01)It Rep Fac No Max Web CSI: 0.140 Bearing B is a rigid surface. La.Wand endwall'.Airy FTIRT:20(0)15(2) Members net listed have rorces less than 315# GOP 016 Plane Type(a): Maximum Top Chod Fomes Per Ply III WiMDuraga:1.33 WAVE VIEWVer.17.02.028.0123.11 Chords Tons Court, Lumbi B-C 311 -525 Top ch 2x9 SP e2 BORATE-TRTD T29M SP Y2: Bulbs Sird 93 4 SP d3 2x6e2 Webs 2xMaximum Bot Chool Fomes Per Ply jibs) Lrold3 Tens Comp, Lh0ld8 Tena, Comp. Loading B-H 447 -251 H-G 4]6 -264 HiMil supports 7-0-0 setback jacks with a Al Wind Maximum Web Forces Per Ply([be) Wind loads and redeem.based on MWFRS. Webs Tens.Comp. C-G 219 -498 Additional Notes Refer In General Notes for additional Information PmvWe(3)0.13t'ff3.0",min.toe-radia et top chord. Provide(3)0131'k30",mintce-radia at bottom c roN. HSF'Q��;�. J. A. * e s r oQ cow 8 ANAL 111/14/2019 —WARNING— REA D AND RAWINGFOLLOWALL CONTRA TORSI INCLUDDRAWINING "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INRamer W G THEow the latest Tmssesre4 r exlrefnecafe in her line p�pdfn9�son p metalling and bratlng. Referro end fellow lM1e latest edition of BLSI Builtling Compoanf 3Mly Inro shun, T{�I ann'GBCA)ror Sa�ehrynl�radrces prior to performing Nese functions Installers shall Drovide to porzry brawn9y?rC5 Unl ss afen0eherv^ ,fop clam shall ave property [lathed structural 3heatbm�and bottom chum; all haveRa progeny aflach dcerlin "Laa0 r ermanentialeralrestrarnt fwebs shall hav bru2in es iieduparHcsl s¢�ons tltl3 ] or 10 as aDD�1.. Apyary yil to each face o�truse and position as shown above and on t"fla Jmnf� tan s, less noted oihmwise. Refer to ��'�� d2wrrgs 160A-Z ik andard plate p0 stgns. AI ia,a tli inion of gmpgn o Gr 4 In sllpll not ppee responsible her any deviation from this drawin failure to build the tripe rn onnCA"n0cfi=Mh I tore 811 soiipPln sfallatlon and brawnuu ofWsse3A sal on lhi dr�µIXa or a eua 67W Famm Drive m. rating this dre.in dica(ea acreota of ro�essron r"ign N o 1U II solety� ttrp es� n hOWn. �P6llIN sone 305 and gse of this g2win9 for anY aVuiture is�lre responsa blflry r �ro�a6adlRg' g�a pe(Ag31RPQi S�c.2. Onaga FL,32621 m.. assruie Ma r. an4NevewM eltn:n meen...n ran:ree:—exuade ex t EON:133605/ T120 /HIP_ Fly. 1 Job NomFwc65131as Cuef.R RW53 JRi : I WHons"ead15 ' FROM:WIB day 1 HERBAGE HOMEBp201mu, DrxIb: 011.19.1`506.33165 Tmea Lsea HJ50 / BAF 01/118019 3'0'2 3'P"15 5'1'14 ( 3'0"2 13 2'6"15 1 D 2.83 o T2 �{ T 11'8"15 11106 In N 8dD ^ - T 11 " 1 q X1012 F E 117�TF� (Al) 1112X4 2'812 i 5'7"14 5714 Loading CrlMda had Wind Craft Snow Criteria on,pF in PSF) Dati crime ♦Maximum Reactions III TOLL: 20.00 W nd SM'. ASCE]-10 P,NA CI'.NA CAT:NA PP Dissected in loc l/tlM IM Gravity Non-Graviy TCDL: 7.00 Speed. 130 mph Pf NA Ce:NA VERT(LL)'. 0.021 F 999 240 Loc R* I R- /Rh I R. /U I RL BCLL'. 000 Enclosure:Closed Lu:NA Cs'.NA VERT(CL): 0.086 F 999 180 G 223 I- /- 1- /BB I- BCDL: 10.00 Risk Categot,'.II Slow Duration'.NA HORZILL)'. 0.007 C - - E 91 I- /- I- /12 ln) 1- Das Ltl: 3].00 EXP:D Kid NA HOR2 0.022 C - - D 44 I- /- I- l5 1- Mean Height 15.00 fl Wind reactions based on MWFRS Saffit 200 TCDL 4.0 st Cotte y de OCContents Creep Factor.20 Sold: 200 p Bog Lotle: FOC 2017 RES Max TC CSI: 0.122 G Bry Wldlh=/9 Min Rcq=15 BCDL:50ps1 TPI SM: 2014 Max BCCSI: 0.199 E Brg Width=l.5 MinReq=- Load Duration:1.25 MWFRS Parallel Dist:0 to N2 D BM WItlN=1.5 Min Req=- Spacing 24,0" CSC Dist e:3.00 ft Rep Fec:Vader by Ltl Case Max Web CSI: 0.05/ gearing G IB a rigid sudare. Lochem showing:Any FTIRT:20(0)l5(2) Members not listed have farces leas than 375# GCpi:010 Plate Typels): Wind Duration:1.33 WAVE VIEW Van 17.02928.0129.11 Lumber Top chord 2x6 SP#2 BORATE-TRTD'.T2 2x4 SP n: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Special Loads ---(Lumber Our.Fee=1.251 Plate Dur.Fac.=1.25) TC:From 0ptt at -2.83Ind 14 pit at 0.00 TC:From 0pit at 391 to 40 plf at 0.01 TC:From 2 o at 0.00 to 2pi at 556 BC'.From 0 pip at -293 to 4 pit at 090 BC'.From 2pit at 0.00 to 2pit at 5.65 TC: 1 Ib Conc.Load at 2.68,2.85 BC'. 27 Ib Code,Lead at 2 6,2.85 Band Wind leads and reactions based on MWFRS. 1Wsea per Additional Notes •1 vv24� Refer to General Notes for additional information ��i•;CjE••SZ. ��1 'i,. Provide(2)0.131"x3 0". ce ,min treenail,at tap about � V Provide(2)0.131"x3 0",minthe-nails at bottom chord. * � 3 S T Ovis ¢ x W t�� 01/142019 "WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING' 'IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTussesre uim supreme care in fabricating handling shi pin stalling and brad, Refer to and follow,the latest edition of SCSI(Building Gomponen Safely Information b TPIanSBCA) 'reaPy°ounces prior to performing these partners, haddlerstinli delern brie �pe BCSI Unless noted Yherwise,lop chord shall have proparty attachedsmcural sheatbmg9 and bohom hors;haI pro irrly 12cM1EU rI oceiling Lonaglons sryryo nfor ermanenl lateral restraint of webs shal�hav a d� s211etlup BCI sections 83,g� or�t0 as aROolI woke A pryo seep ace.truss and positron as shown above and on l{t �ol tgD tough, gee noted olhemand Raper to ALPINE tlrewlhgs160A-Zgor III plate piadions. AIo'n division of ll ByllalrgpomponQofy Gfpup lnp spall net be resosble for,any deviation from thisd2wina� yfailure to build the JysellLpMp menL¢I Ih ANSVI PI t,or fa 11 dl sh' UO ,1051 llap,�pn and bracing deviation seal on thea III Of a ap 6750 Famm DI ntlnu this Urrvdn nereetea cis nu i e �aPnnag do bilip solelv 1 1ry¢ sin howrl. `5§ry aetifiIIty suite aids a se of chis Sawing for any srruucturegs Rl ponslbiTityfoffthe�YIto oeslgtXentry Ax°rs "p�5 sgC.$. Orion.FL 3zazt � Fw...veaw.we Ili of .2l ncba ALPINE .w.w.Manila C—T%.vvw , ,sana, wxx 00n:ICC.wxn wxeii0 t J 4Cued SEON:]336681 TIM )HIPS Pty: t Jab Number M131M Divuh, 01 .191d: .322763330J15 FROM:KAB Ory: 1 (HERITAGE HOMES F32010TH 3T. OmNa. 01 .19 Truss Label: AM / BAF 01/11/ oig 8`8 23 1'-1 a tfi' 21'3"B 41.3,•1 33'e49 Sea -Pa T arm IV4 d7!(F6 T 8 � seas P f5%5 G B 111 'T B H T5 1, A N ii K O �SxB{B2) u2 4 .2)4 =]%8 n2Jt4 n2maxe 2) i rtt"n nV4 5']9 4r4 r4.4 fi 1'19'4 rw'4 ]'r'1z v'e- ts•ta^4 zrrtz 23' 1,ti Casbar tling CMeda(Pe0 Wntl Criteria B.CM¢da IP9.Pf In on,) Da111CSl Crisis, ♦Max Stripes ons(' TCLL'. 20.00 Wntl SN'. ASCE]-10 Pg:NA CC NA CATW PP Oeeeebam in lo[LJdeB LM Grandy NonGmBy TCOL'. 7.00 Spread: 130 mph Pf NA Ce:NA VERT(LL): 0.171 E 999 240 Loc R4 I R- l Rh I Rw I U /RL SCLL. 000 Endosure',Closed Lu:NA C. NA VERT(CQ: 0.315 E 970 180 B 22M A A l- AM2 I- Rlsk Category:II BCDL'. 10.00 UP,D KZL NA Snav DuraBm:NA HORZ(LL): 01184 G - - O d mea /- I- /- /B92 I- De3LA' 3].00 HOap rQ Factor - B rg Windrs bassoon MFRS Ming NCBCLL:10.00 Mean Haight 151]0 4 Code I Mi¢BCCrIfterts 201 Creep Fedpr'.2 0 B Brg WitlM=55 Min Req=23 TCDL:4.Opal 0 ergrB&0a.5 Min Req=2.2 SoflR 2.1]0 Bldg Code: FBL 201]REB Mex TC CSI: 0.9)3 BCDL 5 0 Pd Bearings B 8 0 are a harm mal Issuffaw. Spacing. Duration'125 MWFRS Parallel Dist:0 ro M1l2 TPI Std 2014 Mex BC CSI: 0.556 Members not listed nalF tome,less Nan 3754 Spedng:24 0" Loo. Did a:300 h Rep Fac Varies by LO Case Mex Web CSI: 0.348 Maximum Top amp Forces,Per Pty(lba) Lac.himend wall:Any PTIRTypists5(2) DM1,NS Tena Comp. Ciloma Tens. Comp. Gatio : 1, Plate Typists) Wind Duration:1.33 WAVE NEW Ver 1].02.028.0123.11 B-C 1355-3591 E-F 1380 -3564 C-D 1302-313) F-G 1302 -3591 Lumber Additional Nares D-E 1301-3869 G-H 1358 -3591 Top creat 2x4 SP 42 T1,To 26 SP 42 Refer to General Notes for stuttered information BORATE-TRTD'. Maximum Bol Chore Fortes Par Pty 110,) Bot crord 2x8 SP SS Dense Chords Tens Comp. CMN, Tens Comp. Webs 2x4 SP 43 :Lt Wedge 2x4 SP AS Rt Wedge 2x4 SP 43: D-N 2950-1109 L-K 3001 -1117 N-M 2980-1118 K-J 2990 1118 Special Loads M-L 3001 -111) J-H 2950 -1109 —(Lumber DNLFae.=1 25/Plate Our Fee=1.25) TC.From 56 plf d -1.9)to 56 pit at 7.00 Maximum Web Fares$Per Pty(lbs) TC:From 28 pit at 7.00 to 28 pit at 1600 Webs Tens Comp. Webs Tens. Comp_ TC:From 58 War 16.00 to 56 pit at 24.9] SC:From 4Ph at -19)ro Opp a1 0.00 C-N 391 -]t L-F 908 -355 BC'.From 20 pitd 009 to 20 pit at 7.03 D-L AS -355 J-G 391 -71 BC:From 10pitd 7.03W 10 pit at 15.97 E-L 316 -521 BC From 20 pitd 15.97to 20 pita 2300 BC:From 4pN at 2300 to 4pit at 24.97 x1py" TC 373 N Cone.Lead at 7.03,15,97 ag se ay' TC'. 13416 Cone.Lead at 906,110Q1194.1394 . . (r�/b BC'. 4"0,Cone.Lead at 7.03,15.97 BC 14311,Core two at Bess.1106,1194,1394 S��f,oJpE �sF..p`� Purlu ' In lieu of sWtlural panels or rigid ceiling use purl'ms p, 8 t0 laterally brace Crean as rol14w41 : - Chem Socarg0n oc) Smit(n) End(n) TC 29 7.00 1600 Apply purlins to any Mohs above or below fillers O at 24"OC unless sheem uflm w ab ore ove. Wind 4 w�� ,,,: Wind loads and reactors based on MWFRS. (' COA S ONALi 1w 01/14/2019 "WARNING^ READ ANO FOLLOW ALL NOTEG ON THIS DRAWING' ^IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesrequire extreme wre in hpr tin I1� elin are p�ng.l tallin4 and bmdn Rder to antl fpllpw the latest edllion of BCS'(Buildin Component Safety Information by TPI an�59CnA)�i sa�ery pr tli[es I1nor to pedolgriling ties.fundlona Installer sM1dl ny of BC tempDm� _ tracan SCSI Unless nptetl olnervn a roefcMrd shall have ape ly atlaMed s r e war sbea ,ing E boryo N$tall h pro nach�!Pnadellen t�bonag110 1 manent Kral re$srSlni of webs sMl�k br do suiledup rBcgSI s¢�t Gni is ei or�10 E.ap Ilce0le Ap la sro cll ace�lruas end position boom aoove and on the.loin�Delalls, fa anotell oillerwlse. R krto ALPINE arawlRg3159A-z rS�3Pan�ara elate pom9on,. AIp'ne,adrvison of lTW By'IdingComponenis G(ppp lnc M1PII not De responslple for.anyy av'm,a tram this r. in failure to U, me .m 4J Sln rnn llllanceiilM1 AN51/IPI 1,0I kl handl shi➢PIn SyIIa116n antl bldgng Dltrus33A s¢al onihl$tlraWlrl Or a .760 Forum Crave .18 is eo In nic a Y ,,ton '9ineenn gponslbilrys0 b �¢de�t an o�. he s�lliy Sure 305 and �s¢ of tM1iB �rewln9 for anY smmNle 181n raspon9al�ilny iN¢�u�dln9 Oeaigda Pa(AN�fRPI 1 S�c.2. OnuMO FL,32821 �e iMwmetim sxlHs-a evinNee vMlMse mad abs'. PLPINE wx.'.al-re vmi%'. wax ISaCP:wrcxsMndu mI ICG wrvx vsub. $EON-.]33695/ T6] / HIPS Pry: 1 Job Humber 551318A Lutl:Rfl9353 JRe/ 1WHG9353W15 FROM'.KAB Off: 1 (HERITAGE HOMES)32010TH ST. DmNo: 011 181508.3' e Tmn tebel: B21 / BAF Ot111/ om ea n 1.ay x is zos.e 1'8"IsF 5'38 4' 1 4 53'B Y9 JA 3E T3 ..OS T 12 Tr 6 � e Kfi y5x5 G 8 H �la1z 1 A 1 182) u2z4 -3%I =heard 6m lu2%4 �5% 22 � 1'11'11 1'18'4 5'S'I YC8 3'-a Y5"4 11P4 1'ID"I T39 11' 14'0`8 W 12 22' p1r 1�I LOM1Ing Ctllatla Nx, Wintl CHMNa Snow CMerhe IP9.Plm PSFI De1IIC51 CrNda A Maxlmum Reactlone(Iba) TCLL 20.00 W h BM: ASCE]-10 Pg:M CL NA CAT: PP Deflection in Ica Lltlefl IH Grevtty Non-Grayiry TCDL: 7.00 Spead: 130 mph PF M Ce:NA VERT(LL)'. 0.136 E 999 240 Lac R. I R- I Rh JR. I U /RL BCLL 0.00 Endorsers:Closed Lu:NA C5:NA VERT(CL): 0251 E 998 180 B 2046 /- I- I- P82 (- Risk Category:11 BCOL: 1000 UP:D Kzt M Snow DUMbn:NA H0RZ(LL): 0132 G - - 0 2W6 /- /- I- OB Des Ld: 37N Mean Heigh:l5 GO it Creep Factor - B Sug rifir -3500w MWFR$ NCBCLL'1000 Cotlel Miec CtlUrle Creep FadoL 2p B SM Width=35 Min Rise TCDL:4.0 par O ing Width am Mtn Req=2.1 Sofit 200 BNg Cade: FBC N17 RES Max TC CSI. 0994 BCDL:5 0 psf Bearings B S li are a rigid surface. Spatlng:240:l2fi MWF RS Parallel DISLOlohY2 TPI Far 2014 Max BCCSI: 0538 MaximumT listed nave Mites less than 3759 Spacing:20 0" CBC Dist a.300 S Rep Fac Vanda by Lot Case Max We-CBI: 0,318 Maximum Top Chae Forces Per Ply s C Lon.hoGCo.01ll:not in 9.00 it Plans Ty0(9s5(2) DM1ords Tens.Comp, CIwNs Tens. Comp, Grdon 1. Plate E.HIS ): Wind Dumtion:1.33 WAVE,HIS VIEW Ver 1].02028.0123.11 B-C 1250-3353 E-F 1099 -3051 C-D 1211 -MI F-G 1211 -3218 Lumber AtltlMonal NOM 0-E 1049-2851 G-H 1258 -3353 Top mord 2x8 SP V BORATE-TRTD:T2,T4 2x4 SP SS Raster to General Wes for additional information Dense'. Maxtlmum Bot Chord Forces Per Ply(lbs) T3 2x4 SP p2'. C1grda Tens.Como. Courts Tens. Camp. Bot chord 2x8 SP SS Dense Webx2,ISPe3 B-N 2]5] -108 L-K 3039 -1161 '.Ll Wedge 2x4 SP 03 Rt Wedge 2.4 SP#3 N-M 21911 -1036 K-J 2790 -IM M-L 3039-1161 J-H 2757 -1029 Special Loads --(Lumber Dur.FaC=125/Plate Our Fee=1.25) Maximum Web Fomes Per Ply(IM) TC From 56 pilot -1,97 to 56 pit at 700 Were Tons Comp. Webs Tens, Camp. TC'.From 28 pit at ]00m 2B pit at 1500 TO Farm 56 pit at 1500to 56 pit at 23.9] D-M 834 -173 K-F N4 -173 BC'.From 4pit at -197 to 4pit at 000 BC:Farm 20 Plot 0.00 to 20 pit at 703 BC paper 10 pit at 703 to 10 ad at 1497 BC.From 20 pit at 14,97 to 20 pilot 2200 WaNra1, BC:From 4 pit at 2200 to 4 pit at 2397 Hsi TC: 3]31-Cont Load at ].03,149] . _ :•�GQ�'a� TC: 1341-Cone.Load at 905.11.00,1294 BC: 464 to Can4 Conic.Load at ].03,19] SC14315 Conc.Load at 908,11.00.12.94 Pursue In lieu of structuml panels or rigid ceiling use purlins - s to latemly brace chortle as follows'. * s Chord Spac,ngho ox) Smd(fl) Entl(h) TC 36 7.00 15. 0 :(�p at 24�oC unless sh.milin,chords iu above.belpi fillers T O fat�(V A• Mind Wind beds and reactions based on MWFRS. CUA ee•ONAI 01/14/2019 4 ^WARNINGS READ RAWINGLO ALLCONTRA TORSI INCLUDING "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme ram in fa tin 1,a dNn sM1i�p�xg instalment brag Ratter to and 1pllow me l �¢sl edition of SCSI Building Com onenl Slimly Information,by Tf;I an�'SB�A'o sarery pr dices p'or to penonn' maser ncbons InsUallers shall all Tee to porary _ btupg BCCI Unless nole0 sq se.bp�hortl sryall nave proper Notate.mtlugial snaatil,n9 antl botlom pnom snail nav grope rf atatacM1ea n tl ceifi an n yn ror .hent fare re34to Int ora wall I'nav bi ynift leep BCSIgecwits B3 9] 810. aRPnraHl pp1Y qqLL tats to .11 ra o mss an Dand Shawn eR a ane"nth loln(Details, pnlese noktl othenve-. Refer b ALPINE or, "s 160A-ZBorstandardplate PosXions. n�isena a�f-iono TwWB�, p�&i torr"fi na 1.r m shall not be res gvple mfan eviauo fhoem this ar�w an ranurerobund me 11 C0 rP sit tut I tl braung yO�truss sa ton l-q�r�*w orcoverp 6750 Farum 0. li tin NraBmvin , e,catsa eecceotanice pF seems u in rep ona,bilip sod la rtpp pit anovw. The sui$Pbiliry Sulk 305 an �se of g,ls � ng ror y structure s�lle mepPretaillry a a ullCiRg DeslgeeperANSI?PQ15�a2. Onsdo FL.32821 Fw more mrormatian w Ne LL's mew[G qm'.ALPINE'.vrw.N 'rc rvn Tn'. _, SBCA:wx.[b1,Na m',ICC:—ta.firche SEON,7338621 T9 I HIPS Per 1 Jab Numb@n M131M Cud'.RR9153JRN:IVMOW53C015 FROM:Wl6 Ory: 1 (HERITAGE HOMES)12010TH ST. DIwNO01119.1505.32260 True Label: B22 I SAF 011118019 1,1 me zwa a'e r Ke� ra'e xt� = e a xa �y E F T 0D ap 1 2�4 I n 1. T5 aaxe H till 9 till J �ttll KOn ir�t .Ty@ laza sLt add) lf' 11'11 1'1Pa 71'4 Y1P4 T}'e 1'1Ra 1'1V4 9 12104 31Y1Y3 Loading Craou 1prat Wlnd Cdtera Snow C.,m IPOPIin va,) W,,CN,, A Maximum Reaollons(Ibs) TCLL: 2000. VAW Ski: ASCE 7-10 Pg:NA CI'.NA CAT W PP Deflection in IDc Udell Lit Gravity Non ubdty TCDL100 Speed. 130 ni K NA Ce:NA VERT(LL): 0.044 M 999 240 Loc R. I R- I Rh I Rw I U I RL BCLL: 000 Endosure'Closed! Lu'.NA Cs:NA iVERT(CL)' 0.081 M 999 180 B 945 I- I- 1572 M15 MOO BCDL: 1000 Risk Category:11 Snow Duration:NA HORZ(LL): 0.020 H - - O 945 1- 1- 1572 M15 I- DK 1.673700 EXP:D Kat.NA HORZQL):0 038 H - - Wind readbns based on MFRS Mean Height:15.00 It Coe l Who CrRarts Cheap Factor 2 0 B Brg Wift=3.5 Min Rep= 15 NCBLLL:1000 TCDL 4.0 psfO Bg WIdM=05 Min Rep=15 SGML 200 BCDL 5.0 pit Bearings Cotle: FBC 201]RES Max TC CBL 0.309 Bearings B 8 0 are a mild suRess Load Cannon:1.25 MWFRS Parallel Dab N2 to In TPI Std. 2014 Max SC CSI: 0.156 Mambem not listed have forces Was Man 375# Spacing:24.0" CBC Dist a'.3.00 It Rep Fac:Yes Max Web CSI. 0.105 Maximum Top Chord Farces Per Ply(Ins) Loc.from small not in 9.001 FT1 20(0)I6(2) Clwrds TensComp. Chords Tena. Comp. GCpi:018 Plate TWe(s): W oo Duroon 1.33 WAVE VIEW VK:1].02028.0123.11 B-C 552-1243 F-G 482 -998 C-D 549-11W G-H 550 -1188 Lumber D-E Am-1001 H-1 556 -1243 Top chord 2x4 SP 92'.T1,T5 2x6 OF t2 E-F 460 -BW BORATE-TRTD'. BM ci W 2x8 SP SS Dense Maximum Bol Chord Farces Per Ply(Ia) Webs 2x4 SP t3 chords TensComp. Chords Tens. Comp. Porins S-N %1 -30.5 L-K 1002 -366 In lieu of soullural panes or No ce0ing use Writs N-M 1002 -349 K-1 991 385 to laterally brace Mords as follows: M-L 67 -213 Chord Sp rg(in m) SUM(f) End(g) TC 48 900 13.00 Apply purlins M any chords above or below MSN at 24"OC unless shovm odur iss above. Wind Wind Idols board on MWFRS with atltlihmal C&C 1µq member design, Additional Notes �l trrp "•y_ Refer to General Notes for additional inoom ition _GEseas♦' L 3 01, OS 1 S T 0 ;Qf OF 01/14/2019 - ^WARNING-" READ AND FOLLOW ALL NOTES ON THIS DRAWING! PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS iiompone^a11!! ryreme Lorre in labrratin M1 tllln sMYp� g ' Wilingg and bracin Rekr toand 1plbw Me latest adikon at BCSI(Builtlin Cr 4geele Iniomgbon,by TPI Bn�S�CA Igi sa2rynp2cGces pri Io peRor�11' gMe3e lunchoos Installers sM1allymvitle lempo2r aracln pe eCSI.UOp34 nptetl oyMerwlse tDefchom 311811 haVB pmpetly alMcbetl s mllral3M1edMfr d boll hold etlall q pro y aUt$p r tl lin L Nons sM1own for manent lateral re5V21 I of w pse fall�iave br 6n iletlup r��81 sec5ons B3,Bi or�10, p ILao�e"Ap��vv tori sto hi eo�sru tlposl show ag and on in .�'(oeta'is, f ores ih Pnise. Refer to ALPINE JrawlRdo m a Z f8(s�and' d plate pos t AIp' a .J. ,o iITW 8111tl C po Q IaG oypl c sM1 II int be e5pp IIeb a ytl afo fom Msrjg - yipiWre to bliM Me IN553sI m r ma^Ce WII11ANSI�PI 1 (Or M1d dl rl Il ppn t II i6^d �E rdgD I S EAs@al0 111 tlflla of p✓j Ye l 6750 FONm Orve IlStlrag M f3 s tllCd11¢¢ss fast@ pf �'Ks O el nn99 ngeR res Oas1U IIry lel fD M1 d i n M10 TM1e s r rry 5 J 905 endmm . N �mvRng 4or erry aPueture apse responeibllrry oftM1e�ultll�ig Oea�gdefp@ryANrS�RPl1 S�c y[. �^ fio rt.9.°.xi ei'Nrmxmn Pa'oB¢ xel ub¢: REPINE'.xwx wml iPl:wnw ISBLP:rmx.¢lun4u¢ m', CC'.w.vx msak or _ _. Si:I34M6/ T14 1 COMN My: 1 Job Number 65131 BA CusI:RR9353 JReI: 1NM0935YJ015 FROM:KA B Ory: 3 IHERITAGE HOMES 132010TH ST, OnvNv: 011.191506.32495 Tmae lrtb¢I: 823 / BAF 01/11/2019 �c., arra � ¢•x - ¢r i aPe FSTe =W TIMI ID Illl ,l, �aN • e9u rl9u =i%a •sur rLVIMaI 111 -111Y1 t1P• aTl3 V eSry it Y2 s 'x Loatlirg CrSada Set Wintl Otherla Snow CHMrke IPI%m P6F1 Dat11CBl CrMda ♦Maalmum R.FN.ns(Ibs) TOLL: WOO Wind Std'. ASCE 2-10 P9:NA Ct NA GAT:NA PP Dellecton in loc Udell Lor Gravfty, Non-Gravity TCDL'. 2.00 Speed'. 130 Mph Of:NA Ce:NA VERT(LL): 0.039 D 999 240 Loc R- /R- I Rh 1R. 1 U /RL SCLL 0.00 Enclosure:Closed L,NA Cs:NA VERT(CQ: 0.073 D 099 180 B 934 1- I- /562 all /203 Risk Category'.II .CDL 1000 E%PD KZL NA Snow Duration.NA HORZILL)Z(TL)'. 0.013H - - dre o e /448 Q55 De '. 3200 HOR :0.024H - Winreacfins bored on MFRS s W Mean Height 15 00It COW I Ill CrB•rla Creep Factor 2.0 B Brg Wktlh=3 5 Min Req=1.5 NCBCLL:10.00 TCDL:4.0 psfI B,Width=- Min Rel=- SofM: 200 BCDL 5 0 Psf BMg Coda. F 2012 RFS Max TC CBI: 0.301 Bea in,Ben a rigid surface. Load Dure8on:126 M VI RS Parallel DentWidth TPI Std 2014 Max BC CSI: 0.329 Mamrs oenot hated he.farces as.Man 325# Spar ng:24.0 COC Dist in 3.00 It Rep Fac:Yea Max Web CSI: 0.352 Maximum Top Chord Forces Per Ply(Ibb) Loc.from endwall not in 9,00 ft FTMT:E0(ON512) Chords Tens.Comp. Chords Tens. Comp. GCp:0.18 Plate Typa(s): Wind Duratbn:1.33 WAVE VIEW Ver'.12.02 W.0123.11 B-C 456 -12(13 E F 434 -682 C-D 462 -1131 F-G 463 -1131 Lu.wl D-E 427 -890 Top chard 2x4 BP#2:T1 2x8 SP#2 BORATE-11I got cWrel 216 SP#2 Maalmum Bot Chortl Fomes Per Ply(Ibe) Webs 2x4 SP#3 Chords Tens Comp, Chonds Tens. Carp. Plate Shift Table B-N 955 -348 M-L 968 -349 JT Plate Chard JT Plate CM1artl N-M 986 -348 L-K 966 -y7 No Size Shift Bite NO S'rze Shift She (221 li S 3.25 Maximum Web Forces Per Ply(Ii Hangers l Ties Webs Tens GOmP. Webs Tens. Comp. (J)Harper Support Required,by Other; E-L 461 -157 G-J 352 -281 K-G 933 -w Wind Wind Ioeda based on MWFRS w8h aftionli C8C member resign. MrN Additional Notes " ��T' •i�v'y(.e Refer to General Notes mr aachboral mmrmaWn ��p`CiE eeSF•,(�� :e. o. 08 1 ��OAcy t...r....... \ COAk TONAL 01/142019 ^WARMING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses vire exveme Lane in fabrirabrrgg IhyaMlinuu sill p� g falling antl bretin Refer to and r011rw Ne latest eddion M Bri Suildinyy Componen�5afety lMOrmaUoq pv TPl an gnol)f0i sNghgradices prior topedorQn' gferto functions Ielaltest edition viOe temporary brecm per BCsI.Unl ss nofetl olM1erwig¢mp cM1OM shall have properly atlacM1ed s rutlural sbealM1ma d boll phmtl stlall hg prop I anaU$gP rl tl lin ¢L tions s own IO rmanent lateral yeas slnl otw¢bs shah have br cm l iledup raBCSI sections B3,Bi or B1OY as appllw�e wAp�v tales to c��aw oPliuss ens posWon down above and on me.�oinfDelaais, of ss noted omerwene. Refer to ALPINE tlrawmgs 180AZ tg(s�andartl pfale pOviwna. AI ' ¢ha OWislon of lTWB ldn CCOOm n taGmu In sRall nq[be re; on 'ble for any deviation from Nis tlirl win failure to nuiltl iM1e w ra ��,,�� MOrmanw i^hkNSII�Pit m�Oi M1aMIirP �I pn , tellaUBnand draon of truss Asealont �;dl'�wiXq�orcoverp��li 6250 FOrvmIXhs rlel�n Mise In rlisato Mnce i �essPonel '9n en o s�b illy �Ivt rryr tln n ho TM1e su i ry sults 31.6 ntl �a¢ of Nis �2wingf dny S�iuCWrei583e rcepOnarbiliry O�r �ulltli�ig�ee�gdaf p¢YAI�SI?PI1 S�c.�. OraMV FL,32821 For mare lMwme¢tt,SwlNa ¢ erel ncba aMTwwH9rae: REPINE;vmw v ;SeLA: xwx mIGG:wmr BEGIN,M116 T39 FLAT Fly: 2 Job Number M131M CUM R9353 JRef, 1WH093530015 FROM:HAS Or, 1 (HERITAGE HOMES)321)10TH ST. DmNo: 011.191554.51910 Tree UWI: 8242 PLY TCE / WHK 01/1112019 2 Complete Trusses purloined yF s�14i4 2 Pax�tm ap P @ 1 MI I e1 T ^ TI c a w e•Wlq aw .n10 sx•pll =•g3a1 eW ]n'e He v sz' I to�• I n'n Loatling CMede(pe0 VAM CrRada I Iz Bnow CHMda FSI.,PSFI IDaBICSICMarla ♦MaximGumm ctlon.Ilb.l Non�Gre TCLL 40.00 Wind Sul NA Pg:NA Ct NA GAT:Me PP DeeeC'lod in lop udea va "m' TCDL'. 10.00 Speed:NA mph PI:RA Ce'NA VERT(Ly: 0.400 F 846 240 Loc Ra I R- I Rn JR. I U I RL BCLL 000 Enclosure'.NA Or NA Cs:NA VERT(CL): 0.609 F 424 180 B 1013 b I- I- A I- Coastal NA BCDL'. 5.00 E%P' SnowDureOon:NA HORZ(Lq: 0300 F - - K 2221 I- I- I- - - Des tA'. 55.00 HORZQL7:0 306 F B Brg Wimh=35 Min Req= 1.5 NLBCLL:000 Mean Height NA ft Cale l Mlecrlletla CGres,Facto[2.0 K Brg Wift=- Min Reg=- TCDI- NA lostBearing B is a rigid Surtace. SUNNI 0.00 BCDL.NA pat BMg Cotle-. FBC 201]RES Max TC CSL 0993 Members not Iletetl he.forces lees/ban 3758 Load Dumficn.1.00 MW FRS Parallel Dist:NA TPI SM: 2014 Max BC CSI: 0.884 Maximum Top Chord Fortes Per Ply(lbs) Spacing:240" C8C Dist a:NA R Rep Fac.Varies by W Case Max Web CSI: 0.091 Chords Tena Comp. Chords Tens, Comp. L. kom endwall'.NA FTIRT:20(oh5(2) I'.NA GCp1:NA Plate Type(.): - B-C 0-132] G-H 0 -3014 Wind Duration:NA WAVE MEWVer'.17020280123.11 C-D 0 -1244 H-1 0 -2001 E-G 0 -4619 I-J 0 -1620 Lumbar p.m.. Top Nlpfd 2x4 SP g231 24 SP 82 BORATE-TRTD'. In lieu of structural panels or Mid owing use purlins Maximum But Chord ForcaE Per Ply(/foul But prom 20 SP SS Dense:822x6 SP 02'. to laterally brace chortle,as follows: Chortle, T¢05.Cmnp. Chorus Ten.. Camp. Webs 2x4 SP 83 Chord Spacing(in oc) South) End(ft) TC 26 10 00 2163 B-0 1053 0 0-N 3878 0 Bregl¢G Apply punfis to any chortle,above or below fillers 0-P 1078 0 N-M =2 0 (a)Continuous lateml restraint equally spaced on at 24"OC unless shown otherwise above. P_O 45M 0 M-L 1]09 0 member. Hangers l Ties N¢g0q¢ (J)Hanger Support Required,by others Maximum Web Fomes Per IlD Webs s Tens.ComD Websbs Tens Camp, Nail SchedChord 1 grow 3 @11,min nails Additional Notes Top Chord Row X11.00"o.c, D-P 731 0 N-H 099 0 Oct CM1ordiow @120p TheReferbding Designer e Notes hallevluate andapron D-E 0-1188 H-M a -513 Webs 1Row @4"e.c The Building Des ignnion.¢valuate mien SPECIAL P-E 0-3478 I-L 1198 0 Use equal sparing Deeween rows and atapger nails magniWdes and localionsas�gQpppyB�'�Nyyl,nder"SPELIAL E-F 0 -419 1-L 0 -671 In each now to avod splitting. LOADS. Truss Engl yaL4v3nrpRn,HBrpfot E-0 0 -557 L-J 1730 0 (1)112"bolls may be used for resp riableforloa tzs 1L�'Y{llow1Ap�/•Slyw O G 784 0 J-K 0 -1087 pC 0.131'x3",min.naib on `� 'I�i y The Bottom Chord Only ........... 1i Special Loads �P,`GE 9 �� IlF � • TO Lumber Dur pit at 00 0 Plate Dur Fac=1.00) TO 5 From 1o2pit -Topic 1012103 0.708 1 BC..Fm rotOat Topic 10 plf at 21.63 TC: 705 lb Cor¢.Load at 971,21.63 Plate Shift Table i9)E ` G JT Plate Chord JT Pulte Chord A� g T �Q A No Size Shift She No Sue Shift Bitea [10) MX4 2.25 L 125 1111 W4XB 2.00 L 150 r��¢`.=1' .W p• \ (211 Wes 2.50 R 128 [221 W3x4 1.50 R 125 1231 W4X8 425 R 1.25 (241 Wi 175 R 1.25 "A Fg IONA1.E�G 01/142019 "WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWING' '•IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req Ire extreme w2 in kbriwgr�gg h ntllinuu sM��pp�� 99 tallin antl bradn44Refer to antl fellow the latest e,0i n1pof BCSI(Building Component IMprmabon, TPI anOS�CA)mi sarerynpietlicesp�grro petloml gr�es¢fund'om Installers sn Imvide tempora aracln � sl..Unl ss noted o�herNi ropncnom shall have proUedy attach N struaural sryealhin d sonor0 Gnob shall hav�al��i�d naclt d Im G ocabons s sfeoi marl¢ t lateral reslr3lnl bf webs shall nave for un 9alied r BCJI sec4ons @3 as apb�e cAp rates to chl°lwanrzDuss aria posnipn as shown above antl on the.�oinfgDe�ails, along red otnenvise. Ree m ALPINE tlrevnngs 180A-Z fgfs`antlartl Pate Povtrorm. AI ' ¢rya Oimsbn of lTw O 'Idn ompon IS Grou In shall npl bere;ponsible foranotleviatio from Wstlrawn an failure to Dulld me ,w ryo9g rormance inM NSI�� 1,w�o�ha�alirP s iv8 n�, sm allot and Dracng fVusaQni� ion trio tlrewrXq or vape 675.305 w OandoDrive'18011 .ryjEayy In tltllLeettGia stent¢ EIUnB ''''99 ed0 ponElb lryryvv6 Ieryryf fpM1 de.rp EbOWIt. TM1e Elllpbgiry r antl �se It�iis �2wingf airy sUuclumQE 85e reapenalbillrynotme�uiltling Dee�gdar pe(ANo3llfPll S¢i2 taweo FL,31821 Far man lMum•tim swlM1• tl xelndei nb•ewM vm:ALPINE'.wnv w-ERCP:xwx m',ICC wxxivssl•. Si7s,13'16/ T16 FLAT Ply: I Job Number 65131M GUY:RH453 JRN:IWHOPJ53W15 FROM: S Ory: 1 (HERITAGE HOMES)32010TH ST. OrwNo: IAO1 L19.1506.3e618 True.Lai 825 TCE / WHK 01/11,2019 • ^RIS al'GP I2'11 158' tIna x199]Y 8Y5 ]8V •10Y S1P Y1V 391 TII yg R�} TI1I I fi7 ®o I =]xeR31 \be E _]G =]x =.YSR�I till TI c U) T e b 11I _• lax) uvu =a\ep,l =M -Hare Plus-4x&3]1 1113. 3nm rui sur z __r__rx9'6 'P4 szv +I Y'3 111114 11 1611 31'x8 Lostlirlg CMeda(PC iMntl CtlMNs Snow CNtxis-(P9 in PSF) OM i Gibraltar, ♦Maximum R...ti...(Ibe) TCLL. /0.00 Wind SM: NA P9:NA CL NA CAT:No PP OePSNm in Ix t/tlefl L/J1 Gravity Non Gravity TCDL 1000 Speed NA mph Pt NA Ce:NA IvERT(LL): 0.555 F 465 240 Lac R. I R- /Rh I Rw IU /RL BCLL 000 Endnsme.NA Lu:NA Cs:NA VERT(CLY. 0,756 F 341 180 B 1393 1- /- I- BCDL 5.00 Category:NA Snow Duration NA HORZ(LL) 0277 F - - K 1176 I- 1- De.Ld -DesLd. 5500 EKP,NAKY.NA HORZ(iL)' 0379F - B Big Width=35 Min Req= 1.5 NCBCLL'1000 �n Hmghl NAR Order Miss CrIefla Creep Factor'20 K Big Width=- Min Req=- TCDL NA pillBearing B is a rigid surface. Soffit 0.00 BCDL:NA psf IliBldd 2 4 T017 RES Max TC CSI: 0.986 Members clot listed have faces iess Nen 37N Load Duldon:1 00 MWFRS P..11.1 Dist NA TPI SM: 2014 Max W CSL 0.792 Maximum Top Chund Forret Per Py III Rep Fac:Yea MaxWM CSI'. 0.899 Spacing'.24.0' CBCDime NAR FT1RT.20(Ou5(3) Lhatls Tens.Comp. LM1atle Tena. Comp. 1.N G enoWell:NA I:NA uratic NA Plate WAVE,HSTanana)'. B-C 0-1047 G-H 0 -5197 Wind Duration NA WAVE,HS VIEW Ver.1702028.0123.11 C-D 0-1722 N-I 0 -/132 E-G 0-5816 1-J 0 -2119 Lumber Additional Nope Top chord 2x4 SP"2 T1 2x6 SP 02 BORATE-TRTD'. Refer to Gerimal Notes for addidomal infamefion Maximum But Chord Fomes Per Ply(lbs) BW chord 2x8 SP SS Dennis San de ul STRBRIBR1014 for bracing and bridging Chord. TenaGomp, Chords Tens. Comp, Webs 2x4 SP#3 W3,W12 20 SP e2: recommendations. Lt Wedge 2xe SP 93: B-0 1462 0 0-N 5243 0 Speslel Inside O.P 1479 0 N-M 4303 0 Brecing ----(Lumber our Fee=100/Plate Dur -1.00) P 5677 0 M-L 2671 0 (a)Continuous lateral hadmunf equally a NNI on TC:From t00pi -2,Nto 100 pg et 21.63 member,Or 1x4'7 reinforcement Bolo length Of BC:From 10 plf of 0.00 to to p0 at 21 83 web member Some species B ERG golds or beget, The Ending Designer shall evaluate and approve load MaximumWebs TembCs.LWeb Fomes Per Ply(lbs) attached with M Box of Can Ph 11 YN2.5'nm hauls magmtudesantl bca0ons as Ph.,under"SPECIAL omp. Webs TenaComp. . 06 do LOADS^. Truss EngineerBFabricabraienot D-P 899 0 H-M 0 -002 PIme Shift Table responsible for load magnitudes and locations. D 0-1605 M-I 1597 0 P-E 0-4260 I-L o -1006 JT Plate Chord JT Plate Chord E-0 0 -485 L-J 2582 0 No SI1e Shift Box, No Sire Shift Bge �pM]ullierm6W]!s4• 0-G 597 0 J-K 0 -1096 111) W4X8 0 125 [211 Wti 2.50 L 1.25 y N-H 970 0 W4 (221 Wi 250 R 1.25 (231 X6 250 L 1.25 (241 W4X6 2.50 R 1.25 \/• R�•''o• PurlinsNP��J'E sF •,o �'., In lieu of structural panels or rigid ceiling use purums '•1 to Iate2ly brace of ords as follows'. O. 08 1 Chord Spaangon oc) goal Endft) - TG 19 10 2183 * • E Appy potlineany oan otomabove orbelew fillers ' 3 at 24-OC unless shown ervnse above. � Sx T 0 ¢c Hangars l Ties • ♦ Ole•(`4/ (J)Hanger Support Required by ohms DA, • •' \4� COA •• W ` 01/142019 "WARNING'• READ AND FOLLOWALL NOTES ON THIS DRAWING' ^IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 4usses re 'r exbe ¢082 in idblltdfil1qq h tllinp stir�e�vry bill antl breLlnppRefer ro antl IOIIOw the latest egiitinn of BLSI(Building Compon e�5afery lnfiormeDon,b TPIaW's�LA)Wiu IpEiadices p'or to pedorining mese luncbrns Installersa Il provide tempoory breting BLS'.UnlQss nMetl o�M1erwi9e,bp rhatl s�Iall 1�e opp ry atlacM1etl st aural shealhm d bottolll[�ore;hall M1ayQ am�¢dy a08cM1e8n b Iles L rolls ShPNn f0! imdn¢nf letelal ie�gmllll bf WEb3 ahallryn b! Cm s�alletl IEB(:SI deCllons 83,9a/ 91 g, as apollce6� c"Ap�i Ytai sroeacn faq o�uss antl positron hOWO above antl on ihe.�ri lQDetalls. ung Dred Dmenwsa. Rekrro ALPINE Orawmgs 160AZ Igr sg �a tl pile DoslNons. Alpine,adlVisbaof lTVJ BIII ilp CComponenfa Grprip In hall not De respD s�ple fOOr any deviation from this�rywin a, teiure�Duiltl the ,w Vu sin ram ce ilhF�l/!PI t,of lLell MI 5111 p'n , idllatign nntlb n of VUSsesA ¢aI On IM1 tli� � rp fi750 Forvm Dave �is�nget t�ia tlrawin ��nE^csmtsese seems of UU��eaeP rla�appggins res s�Dilit� ole?IANbI?Plts�c.g2�iow9il. TI]e auifelailily 3uIk a05 tl o(mia � glor any atrudum is gl aponalbllay Wi6{18�uI1drPigo Deeig <r pe Gdando FL.32821 weimwmaEcnwlfin5's eaM mwan�•Nm:xLPIXE wxn.elM un TR'.wrm' :SBG'. w.'aad�du m;ICG wim' 3EON:T3AV1I T17 FLAT Ply 2 Job Number. 651318A Cu&:R835] JRef: NM083530D15 FROM:NAB (by: 1 (HERITAGEHOMES)NO 19R15T. 0.wNat 011.1R1W83/]25 Tmsa Label: 8262 PLY TCE I WAK 011112019 F 2C..plate Tmmea Requimd T Texy� na uox zm mP As, a4a iner a c _ =SxRNI TI UI T b A 1 I�v a ml nt%. a1Ma m .lxlo .aYA .deres ben. 111 �� I all l3 1 w111, u NO n 1 31T Leading CrKgod)M) lxllnd Chamber Bnaw g C~-(Pin in PSF) DeNCS[Cread" er4 A Metlmum Reactlans(lbs) TCLL'. 4GOD Who SM: NA Pg:NA CL NA CAT NA PP Defle cion in ba Udell l/0 Graytty NM-Gravity TCDL: 10.00 Spread. NA mph PL NA Ce:NA VERT(LL)'. 0.361 F 716 240 Lee R+ I R- I Rh IR. /U I RL 9CLL', 0.00 Endesure.NA Lu:NA CS:NA VERT(CL): 0502 F 514 180 B 1606 I- 1- 1- P I. BCDL'. 5.00 Cme,cry'NA Snow Duration:NA HORZ(LL). 0.181 F - - K 13W I- I- I- I. I- DesLd 5500 EXP'.NAI(at NA HORZITIQ 0.252F - B Brg WMlh=35 Min Red= 1.5 NCBCLL't000 Mean Heigh:NAit Coale l mi..CdII Creep Factor:2.0 K Brg Wirth=- MinReq=- TCOL.NA psfBearing B is a hard surface. Bob. 0 0 BCDL NA pat BMg Cade: FBC 2D1]RES Mani: 0933 Members not listed have forces less Nan 3758 TPI SM: 2014 Mae BC CSI: 0?Be Lead ng:240 Dumber: 00 MWFRS Parallel Diet NA Rep Fa[Vanes by Ld Case M.Wab CBI: 0]30 Maximum Top omp Fomes Per Ply(sin) Sparing:24.0' Let train a:NAB Chortle TenaCamp. Chords Tens, Comp, Lac Irom endwall:NA FTIRT:20(0)I5(2) 1:NA GCpi:NA Plate Typa(s): B-C O-1121 G-H 0 -3258 Wind German'.NA WAVE VIEW Vera].02.0280123.11 C-O 0 -1050 - 0 -2509 E-G 0 -3]85 I-J 0 1135 Lumber Pudlna Top Moral 2x4 SP g2.T12x5 SP e2 BORATE-TRTD. In lieu of internal panni or dgid wiling use pudlna Maximum Bot Choral Fomes Per Pty(ling BM Mob 2x6 SP SS Derms 32 as SP e2: 0 laterally brace Mobs as follows: Chords Tens.Comp, Chocs Tens. Comp. Webs 2x4 SP a3 Chard! Spadng(m de) Smd(g) End(8) TC 30 1000 2163 B.0 892 0 O-N 3238 0 Bracing Apply urlm.to any clmrtlsahove Or below filers O-P 904 0 N-M 2817 O (a)Continuous lateral restraint equally spawtl on at 24"OC unless Mown otherwise above. P-0 3692 0 M-L 1585 0 member. Additional NO. NalNab Refer to General Notes for aeduanal lnnervinon Maximum Web Forces Per Ply(Ids) Weds Tens.Comp, Webs Tena. Comp, Nail SMetlule9.131"x3",thin.nails The Building Designer shall evaluate and approve bad Top Chord:I ROW @12W'oG mgndudes and loomme as shown uncim'SPECIAL D-P 800 0 H-M 0 .431 Bot Chorda l Row @1200'o.C. LOADS Tmss Engineer B Fabncator are not D 0 -9]9 M-1 1010 0 Webs :1 Raw @4'0.c responsible far load magnitudes and locations. P-E 0-2829 I-L 0 -5114 Use equal spacinq between taxa and slugger nails O-G 522 0 L-J 1533 0 in an row to send ranging. �3Mumtrnµyµ3rr N-H ]01 0 J-K 0 -&1 (1)112"Dolls may be need for 4 4 (2)0131"x3'1 in nulls on •� • •l a The Bottom Crucial E s Only. �... /A�'a.4 Special Load. ;� --(Lumber DuLFac=1001 Plate Our Fee=IN) � 1Z• V ,5s TO From 102 plat -2.00 to 102 pit at 21.630.7 8 BC:From 10 pit at ODOto 10 DM at 21.63 a BC: 3431b C0rC.Load at 10.10 * Plate SKIN Table er O JT Plate Chord JT Plate CboN a / • ' T • Q p No Size Shift Bite No Size Shift She ; 1(`wp [231 W3X5 275 L 125 [241 W3X5 275 R 1.25 D�4e(.r••�• "1• •f G\�,hJ Hangers Tiessl,(rIr4NA�ENM,F/ (J)Hanger SuFigured,l Requby others V coA�I�ypy'plrMrwrtalnanmw' 01/14Q019 ^WARNING^ READ AND FOLLOWALL NOTES ON THIS DRAWING' —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS MOE:== re re extreme care in febnw6n tllln sN in@telling anal brawn Refer to ho fellow the la st atlition of RCS[ Buabangnee4'sretrmrormahrn, TPIanB'Sn�cA)ISiaaYa�'"87aalcesoartocedol7lingmese�"clrnsNswa{�mananp anteporer�SCSI.Unl ss ngtetl bov�[Ierwl a lop�om Mall nave ogerh w Mea strucluml sneatkl g nd boMm noM sna�ha a poro�0yr ✓J Ilng��ocabons shown�oi anem Mteral reDaValm M sloe shall M1a Draeln 54alletl BCgSI s Dons R3�9]lw� wA D�Ys idles to wch laceomss and positron as snown above ane ooihe Jolnt4detalls. IPliess noteg"otnerwme. Re<erNALPINE s 160A-ZDfo �a matte Dlale positions.a tlivlsn of lTW ByY Q LC' poneot5 Grp Inp shall not be responsible for anyodeviali"pp hors Nis tern paany failure to build Nen10 ece WIU1F RG 1 ar 1011 ptllitP Sllippin SWIIa11611 a0tl bmfln fVr�s 4A On 4hIB tlf5W111 Or cover 6]59ForamCrivelila a in Intlicate8 aCCe mitre al �eEElane� '9 n9 d ren ns�bilNv [v for he ales' n hoWn. TM1e s��•bilirySu'te 305a ot� �nwing forarry a�mclure4 �le responalbifirylol t7le"�uiltli�ig Deeigdar peYANS�RP11 S�c.�. OdarMO FL.32821 'nlamatim a®mis' oewm nu+:ALPINE.vmw v-eBLR.xwx m ILC vwx SEON:733851/ TS / MONO %g 1 Job Number M1318A CUs:RR933 JRN:1WH0&t530015 FROM:KAB OH: 3 (HERITAGE HOMES OM 10TH ST. Dri 011191508.34085 Tmss Latel: 007 1 RAF 01/112018 Ishe 1wl5 F >e. 4vrz el evlx M T `IM 1 e m�v�7 ..ad, nw 113.0 A W atom —�'nu 1 mile Leading CNler4lpml Wind Crdft Snow CMeda(Pg.MIn PSF) O-CSI Coal A Maximum Resctlone(Ibs) TCLL 20.00 Wa St l ASCE 7-10 Pg.NA Ct NA CAT: PP De1Nc11On in Ix Udell Loa Coll Non-Gnvily TCDL: 7.00 Speed. 130 mph PE NA C. NA VERTU-Q. 0.036 G 999 240 Loc R+ I R- I Rh I Rw /U I RL BELL: 000 Enclosure:Closed Lu'.NA Cs:NA VERT(Cq: 0.106 G 999 180 8 508 A I- 1388 180 /139 BCDL 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0023C - - F 365 /- A M57 182 /- Des Lin 37.00 E%P.D " NA HORZQL).0086 C - - Wind reactions based on MFRS NCBCLL'10.00 �n HeigM:15,00 It Code/Mint Ordains Creep Factor 20 B Brg WWW=55 Mtn Req= 1.5 TCDL 4.0 pill F BID Width=- Min Ran Cotle: FBC 2017 RES Mau TC CSI: 0.395 Soffit 100 BCDL:5 o psi g Bearing B is a rigid sulfate. Load Duration:1.25 MWFRS Parallel Dial'.>2h TPI Sttl'. 2014 Max Be CSI: 0.440 Members net hilted Clave forces less Man 3758 Spacing:240" CAC Dust a:3 W ft Rep Fac:Yes Mat Web CSI: 0.200 Maximum Top CM1OM Forces Per PH hbs) Loc.imm Sol not in 9.00 R FT/RT:20(0)I5(2) Chords Tena Comp. Ell 018 Pole Tines: Wind Dudfian:1.33 WAVE VI EW Ver 1102028.0123.11 B-C 52 -MB Lumber Tap Groh 2xa SP A2 BORATE-TRTO T2 20 SP 92: But Mord 2x6 SP 82 Webs 2x4 SP R3 Plate Shift Table JT Plate Chord JT Plate Chord No S¢e Shift BRe No Size Shift Bile [121 Wl S 350 Wind Wind load$based on MWFRS with additional C&C memberdesign. Right end velfical not exposed to wind pressure. AdddWnal Notes �'40Mtuumlhe",ro Refer M General Notes for additional mformation ,,af'`A`M H. kAe * e .off S T 0 . Qe COA d7l}$IA. 01/142019 ra,^ -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING' "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truases re r exbeme cere in is CBtin .M1andlinpp in in 99 i reading and bratin Refer W and follow Te latest edition of BCS/ Building Componen�uSl'2¢reH Informa8on,b TPI an6o SBCA)10F MrerynpiaGlces prior m penol2iling these ru9Gions In falters sb»II prowtle to poreryl _ bratingper 1305,1 Unless opted o�herwise,top chord shall have operH anachetl s raGural shealhln d boVolO Cbora Snail ha a porn agtacIn d fin Locabon$sM1 ror le Is lateralreaValmorw Os Shad have brdan s ledq:r6 n51 MG ns 03, �1 aU Sire p later tp path face o�iruss aria posliron as shown agove and on Oe J0 nfgDelmis, eg noted olneinvee. Refer o ALPINE adr, Ings 160A Z�Ya�aWar0 plate poslnoins . Agra,a div'son of ffW Bud,% CC pori t9 Gmey Inp�Shall not be res sl Ie for anyopeviation Men this draNwin fhiWhe lebuiltl the w 111Psnconffop ancewith ANSIIPrPUI =or hadlm shlppin , p31aIlati n antl ber,ng trussespp eel an th drpYailX gPA 57MForvmDMere lei tin0 thlodrawi nnnisaatto (ante mTe ons, 9lneen }ponalbil'mdv solery�othedes''aan M1oss9n. The dahiliry suite an aria Ove f thisn8)awing l airy aWell a Am hosponsllo of the Building Design per ANSIRPI 1 S6c.2. Onantlo FL,32e2t and armnetim see raw tla nm sellae:A PME wvw un:T%'.wxx ;SaG. w✓x ICL'.wmv LEON:Tall l MO / MONO FFt: 1 Job Number: 65131" Co..RR9353 JRN:1 WH0&t53c015 FROM:NAB ON: 4 (HERITAGE HOMES)33010TH ST. DmNo: 011.19.1506.33830 Tests Label: B20 / BPF 01111R019 I'plyH 1 U. TIMIuv� TIIIII I s� ,g 1 11 .M. l�a ..Mie 1—rnv Ilw ne H'e V CrBetla sell Wlnd Criteria Snow Ciftaria(Pgm'Io PSF) DeWCSI Cried. •Mvimum Reacilons(IM) 20.00 WintlStd: ASCE7-10 Pg'.NA CL NA CAT.N PP DeBeotbn in lac UNM tat Gravity Nan-Gmvily 7.00 Sperst 130 mph PC NA Ce:NA VERT(LL): 0.043 H 969210Lao R. /R- /Rh /Rw IU IRL 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.127 H 882 180 B 522 I- I- M76 153 1138 1000 Risk Category:Il Snow Duration:NA HORZ(LIJ 0.027C - - F 381 1. 1- 1257 IB7 1- 3]00 EXP.D Nat NA HORZ(TL):0.079 C - - Wmtl reacions based on MWFRS Mean Height'.15 00 ft Cotla I Misc Criteria Creep Facloc 20 B BgWidM=55 MinReq=15 .10.00 TCDL:4.0 pst F Bq Width=5.5 Min Ra,= 15 2.00 BCOL'.S0 p if Bid,Code: FBC 2017 RES MaxTCCSI: 0082 Beatlngs B 8 G are a rigid surtacealio0.1.25 MWFRS Parallel Dist:h b 2h TRI SM: 2014 MaxBCCSI: 0.500 Maintains nM listed have frces less Man 375# 24.0- CSCDist a:300R Rep Fac:Yes Max Web CSI: 0203 Maximum Top Chortl Forces Per Ply pits) Loc.hors endwall;not in 9.00 B FTIRT 20(0}/5(2) Chords Tans.Comp_ GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.0213.0123.11 IB-C 58 -399 Lumbar Tap clwrd 2x8 SP#2 BORA1E-TRTD:T2 2x4 SP 42 BW Most 2x8 SP 42 Webs 2x4 SP#3 Wind Wind bade based on MAI whh additional CSC member design. Right end vertical not exposed to wind pressure. Additional Holes Reler to General Notes for additional Information umtM3rµlu/, vice sF C{ o. 08 1 ,oi 5 T O Q " 9� wss� ,. .••Nf � cow F OVAL m/)4rz019 -WARNING- READ AND FOLLOWALL NOTES ON THIS DRAWINGI 'IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmsses require extreme care in lapprr 6n ppapptltllln slli p� g,uglalling entl brawn Refer to entl bllw Me latest win.of`CSI Build,.p Component Safety lnformatiOry byMTPI an�SeCA)f�r �erynpraglces paw op edogMese fu9ctiona In Callers shall prowdeM poraty BL DC Unless notetl o enrt edop�haontl sM1all M1 e properlv aachetl s cNrel sheatryn E bOVO ord ghall M1a a porn aaaMeB aae�im LoF�g onssl�pwn�o a tlatlraireavalm bfw ase nal�`na� a un a`�a9leda roves ratans a3`."§7 rI as agplme� PpY�v tat M eaGl Face ouss aria posmon as mown a�O and on ifi �in lgDetlsRf teadeotnemise. Rarer ALPINE tlrawmgs 160A-Z IOr s�and°ast plate positions. Alpin@,aJ I n fIITW BuildlnLLComponenls Groin ln�C.snail r. be reaWoaiele loranr�lewiation tram ms rhrawmgwiX laloiare to eaila ma . - WgstntgnN itttII ANJI/I PI or for tlanelI yblypM gtallatb�aIG brawny WssQs/l9 loot 5tlr p erauag2lb if 9>SO Famm qiw entln sllatlrawin .ra lca es Ceppttaaoce f OleBalOneJ n9 BIi 1lepancl6iliN aOlelr to ,, tleOlGn hOWtl. TIIQ lySuis tlueof in g�or any structureis�tle m Fotslbihry orUe�ultling Des gl( per AN91RPl18ec2. Onanao FL 32821 Ivoro real rut wMtl AL%NE;mvx cam;TF, wmr tdCA m;IGC.wow SEON:734139/ T35 I JACK Ply'. 1 Job Number 65131" Ca9:FROM JRN:1YMOM30015 FROM:KAB Ory: 1 (HERITAGE HOMES)320 WITH ST. DmNo: 01119.1508.32650 Tm.wbel: C29 I BAF ( iliao19 s'1^ 9'10.4 WI'S"0 5•P 4.14 ]'L m2x4 C T2 3 p 2x4 e X4(AA1) 1111 � �ta'r2 E D 11114.11 are, 98"B g. 105 B V dowfa(pasdCMM. CMads(P9FSF) DMIC81 CMM. ♦Mximum Reactions(lba) 20.00 AAWStd: ASCE]-10 Pg:NA CL NA CAT'.NA PP DeDetton in loc Udell LIN Gravity Non-Gravity ].00 Speed 130 mph PF NA Ce:NA VERT(LL): 0 01] C 999 240Lot R. I R- IRh /Rw 1U /RL 0.00 Enclosure:Closed Lu:NA Cs'NA VERT(CL).0.043 C 999 180 A 395 /- I- /190 IBB Ot 1000 Risk Category.11 Snow Duration:NA HORZILL): O.00B C - - D 384 I- I- /1]8 /95 I- 3]00 UP_D Kat.NA HOUC11).0 016 C - - Wind reactions based on MWFRS Mean Height'.15.00 ft Code I Mbc CrReria Creep Fai 2 0 A Brg Width=3.5 Min Req= 1.5 1000 TCDL'00 par D BrgWath=55 Min Req= 1.5 200 BCDL 5.0 psf BMgLade: FBC201]RES MaxTCCSI: 0345 Bearings A 8 E are a rigid surfacetion:115 TPI SM:2014 MaxBCCSI: 0519 3759MWFRSPm,00 Di51:0 ro211 Members nTt 1p Ch rdre mes Per thanh)24.0" CBC Dist a:3.00 R Rep Fac:Yes Mex Web CSI: 0 305 Maximum Top CM1OM Forces Per Ply(Iba) Lai,.fran entlwell'.not in 9 00 n FTART.2010N5(2) Chords Tens Comp GCpi:0.18 Plans Type(s): Wind Duration:133 WAVE VIEW VE,1].02028.0129.11 A-B -629 uu—Top rho Maximum Bot Bol Cbom Fomes Per Ply(lbs) Bot dhord 2x8 SP A2 rd 2X4 SP#2 Chords Tons Comp. Webs 2x4 SP g3 A-E 589 -380 Mind Maximum Web Forces Par Ply Qbs) Wind bads based on MWFRS with additional CSC Webs Tena Comp. embertleslgn. Right end vedirel not exposed to wind pressure. B-E 369 -600 Additional Notes Peter to General Notes for additional Information s'�JfEHsF R rw o. 08 1 a .ot S T 0 COA NAI ovl4nolg —WARNING— READ AND FOLLOWALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmsses re per�lewreinkbdratn M1 dliny sM1l ata111rgpoancithei. Refer Wind lotow the last edition of SCSI(Buikinp G pJn¢n�$am(¢¢ly IrlfolmBOon b TPI ano$BLA)tb)Sarerynpr tllt¢s or ro performing 1ne3e Clans In3mshall prOVlde tempo2ry _ bean r BCSI Unless noLLYl enwl oerrop cM1OM sM1all navey opyerlIyv aXacM1ed sbudur I saeaiM1�y and Oodom nom 511511 nava a prore ray IMCM1�n�a celling.s Llowtlons� ng �e manent lateral re535rslnt brwebs span nave$ 'n 51811edO�r BCgSI Dons B3.Bl or 810, as aV e qq p $tee to earn faceo vase antl posnan M1own above and on ine Joinlg0ebns, leas notecotnenvlae. Rererro ALPINE NE drawl�igs l6oA-ZIIo �a clam plate positions. AIy'ce atli isan oflTN ByI a�C` poP.¢ is Gr0yp lnc sM1dll rapt be respp 511e1ol any tleviatan Rom iM1ls�rdwina lry hiluret$build Ne �lll99s in pJn�ClltldntG itgk�S(/4P 1 0l Nl M1en01 q,Snlppinp, ldatl0ll an�braclna pt Vu6sesA{ear On lir tlr3yy//Inyy pdp 6159 Foram DllV¢ raw Inilnu mlad In IlydrC BE dtte tanCO t YeroTeeSsiandf gmeedn m OnelElllty OI¢pf 111e deE�'pn Ilow*n� Th¢ 9111@$illly 5uI1e305 d ae of rt$aiveawing orany s�dureis In ponalElT�ry oi[M1e�ulldfi�ig Designer pelAl�61RPI1 Sec.ye. Onanao FL,32621 rndelnlmmtim en Wa . eaM 111ne¢+e aNes:PLPINE.wxx ITPf wow SBG. ex'x mI ICC wrvw uaak 3EON:]341421 TIS I JACK Fly: 1 Job Numbac M1318A CUMAR93s3 JRaf:1NA100.153[015 FROM'.NAB Dry'. 4 (HERITAGE HOMES)32010TH ST. OnINo: 01119.1508.32918 Tmaa Labal: C30 I BPF 01/112019 y117 T10S M14 5'1' Y109 tag'B F 1'ID9 C 319 49L TT♦ X4 T E 3 1� ¢2X4 T2 T D 14X8 B i l i A �a mtotz 1 W I tNAH n2Knn mdXe I— -tarn. 98.8 F-1'11'13 988 Y O5 9 Loading Criteria Wind Cid Bnow Cri d-11,of I1181) MNCSI CrRerie A Maximum Reactions III TCLL'. 2000 Wind SM: ASCE 7-10 Pg:NA CL NA CAT: PP Demotion in I¢LNefl V.y Grawt, Non-Gaudy TCDL: ]DO Speed 130 mph Pf NA Ce:NA VERT(LL): 0.053 H 999 240 Led R+ I R- /Rh /Rw I U /RL BCLL'. 0.00 End...:Closed Lu:NA Cs:NA VERT(CQ 0.128 H 965 180 1 SIM I- /- 1274 1188 1101 BCDL. 10.00 Risk Call 11 Snow Duration'.NA HORZ(LL)'. 0.011 C - - F 371 1- I- /177 185 1- Des Lot 3].00 EXP'D Ot NA Wind reactions hawed on MWFRS Mean Height:15,00 It Creep 1 Br Width Ming 15 NCBCLL.10.00 Coder Misc Crfleria Creep Fatter'.2.0 9 eq= TCDL 4.0 Pat F Big Wltl[h=55 Min Red=1.5 Load'. 2.00 BCDL'.5.0ara BHICade: 4 201]RES Max TC CSI: 0.390 Bearings 18 G are a ng surface. Load Duration 125 MWFRS Parallel h g 2M1 TPI Fa Yes Max BC CBI: 0.483 Members not listed Neve Or.,loss than 3]50 Spadrg:2l0" CBC Dist a:3 00 fl Rep Fec:Yes Max Web CBI: 0300 Maximum TOO Chard Forces Per Ply(ISI Loc,from endxall:not in 9.00 fl FTMT20(ON5(21 Chords Tens.Camp. Chords Tens. Comp. GCpi:0.18 Plate Types}. Wind Duration:13VI 3 WAVE EW Ver.17.02,02B.0123.11 B-C 290 -602 C-0 285 -583 Lumber Maximum But Chord Farcn Per Pty Ilbo) Top MON axe SP 02 B0RATE-TRTD:T22x4 SP 02: Chortle Tens Con, Chords Tens, Comp. RM chord 2x6 SP 02 Webs 20 SP 03 B-H 510 -359 H-G 558 -360 Fishing Notes Maximum Web Forces Per Ply Ilbe) ('91 platen require special positioning.Refer Webs Tens.COmp, added plate plot details for special positioning requirements. D-G 368 -568 Wind Wind beds based on MWFRS with additional CBC member design. Right end vertical not exposed to wind pressure. Addhional Notes L.2 µArOh� Rehr to General Notes for additional Information 3,J;f JCE..s:l ,�ePti e S T O :Q t Con �r UNAI.sureassai EN.�Gp` 01/142019 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!- IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tromses re merallI�are in iabrira4PPqq hhaa eelfin aM1lyp�ngg,ingtalling and br n Referroantl fellow the latest¢dili sof BCSI Building G ponenP Safety Inh Van, 1DI an0'S9cA)�i sarery pracDces Prior to peorgmi 8 these loon Ions Installers sthalPprovitle ie pore brecin v¢r OCSI, Unless nghtl o herwieyeo lop cM1atl sFfall nave p n adachee WCNreI sweatll d bon herd shall rya pro a88h gM de dcedingLowhonsa rrppeermaneN ahral roes nt�f weess an hav�er�.n� IsQaliledupP LpS1:edIOnS Bs, al �toY PplOame Apply rales to each race oftruas antl Dositgn M1oxn above and ont oln Ketals, ess nocee otherwise. Refer to ALPINE Urewings 180A-Z tar sPantlaN glade posltlons. AICInq,a diyismn of lTN BUI Ina CComponents Gro In` M1all no sloe regrwn�lore br any eeviation from iMs drgwinp rlY lolWre to buiM die 119s In mntorma cewilh A�JllfPl 1,Or l0ehanEllrP gM1l pin tella4tln dnd Drecln lot Vus sA Ian[M1 dr8wirl COVefapP iHy 8]50 Forum onre as Inythis Intlica(as augma t ro�'eSS�Onalq n9 n N ponsOiUlllty soF ly oris S n M1ar�n. The FS I Sues 305 antl Oad of rtPlwie awing for airy irudure is�he neponslblllryo M1e�uiltling Onlgde peMN81ROPPe1 c.3. Orlando FL 32821 Fbr rtpelnlwm+4nwlNe' L's xYrwlet eM tlxeeweb alta:ALPINE:wx�.el In iPl. .rw :3BCA'. rmw abt'mbuA wm ILC:wmr wab. SEON:M121 T13 JACK PI, 3 Job Number 651318A C. Rests JRN. IWIGB353L015 FROM:KAB Ory: 1 (HERITAGE HOME6)32010TH ST. Di 01118.1558.14 7 TmeelAbel: 0313 PLY TCE / WHK 01/11=19 • �`—x 3 Complete Trusses Required 4'TB T 874 IV57 � 4'79 � 2Y'1 F 270 10'4 113%4 suit 3 1� CD e =4xfiryz� 4X6(At) ry A T 1 1to'1'7 J 1113%NSI =5X1F 2181 III2%41N) Y— -1057 4 45"13 5149 4'5'13 910'4 T4 1al e Loa ding Cfiers(pen Mind Clients S.cr Na(Po of H ps') De mi Crimria A Maximum Reactions(IN) TOLL: 2000. Wnd SM'. ASCE7-10 Pg'.NA CC NA CAT:NA PPDeaedMin loclyde8 lilt Gravity Nor-Grady TCDL T00 Speed: 130 mph PI'.NA Ce:NA VERT(LL)'. 0.070D 999 240 Loc Re /R- IRh JR. /U IRL BCLL: 000 Encoders Closet Lu:NA Cs:NA VERT(CIL): 0.128 D 922 180 J 2871 I- I- 1- 583 /- BCM: 1000 Risk Category:0 Snow Duration NA HORZ(LL):-0.014 E - F 4922 I- Jr. 1. /305 /- Dee L6 3].00 EXP.D K,ft NA - Wind reactions based on MWFRS Mean HegM:15.0011 HOap Fact 0.025E J B Width Ming 1.5 Ni'.0.00 Code/Misr BGCitib201 Creep CSI: 20 9 Rod TCDL:4.0 psf F bg Width&G are Min Rise Wad ion. BOOL:S D psf BMp Lade: 4 201]RES Max TC CSI: 0.1]1 Be milled J e G are a rigid Surface. Spacing. Duration.135 MWFRS Parallel fiat 0 b h2 TPI Fe 2014 Max BC CSI: 0.318 Members not listed have lorded less Man 375# Spacing.24.0" LBC rDistom a:3 e0 b Rap Fac:Yes Max Web CBI: 0.781 Maximum Top Chord Forces s Ply s. C Loo.fromentlwal8 in 900ft FTOiT pagi8(2) Chords Tena Comp. Chords Tena. Com,. GCpI 0.18 PlateWAV Type(s): Wind Duration'153 WAVE VIEW Ver 17.0202B.0123.11 A-e 368 -1900 C-E 220 -1819 B-D t& -1142 Lumber Pudina Top chord 2x4 SP 42 In lieu d sbudural parcels or rigid ceiling on purlins Maximum Bol Chord Fomes Per Ply(IN) BM chord 2x8 SP SS Dense 0Iale a ly trues,chords as tolbvm: Chords Tend Comp. Chords Tena. Comp. Webs 2x4 SP 0 Addl ME SP SS Dense: Chord Spacing(In on) Slafl(fl) Enda) TC 37 890 10.00 A-1 1034 -353 I-H 1706 -390 Nalln°le Apply Fannie to any chords above or below fillers Nail Sehedule:O131"x3",min.nails at 24"OC unless shown oneness above. Maximum Web Forces Per Pry(IN) Top Chord:t Rove ®12.00"as Mind Webs Tens.Comp_ Webs Tens. Comp, Mi WebsnOpI Rovv gg 5050"o.c.(Each Row? Wind bads and reactions based on MWFRS. IB 5]4 -152 H-E 1989 -228 Repeat nailing as each layer is applied.Use equal B-H 250 -092 E-G 81 -642 spacing between rows and stagger nails In each rove, Additional Notes to avoid splitting. Refer to General Notes for additional Information (1)1n"done may beHeardfor The Building Designer shall evaluate and approve bad Th 0.131"x3'hminard nails On 9^ r The Bottom Chord Onlymagn8udea antl Ioca0ons a MNR r"SPECIAL LOADS Tmss Engl _ gbh ao 8814, Bpecbl Loetla responsible roc loa ISQc ..: . post . e —(Lumber Dur Fac.=1.25/Plate Di=125) � ,ee •r/ e4 TC.From 54 pit at OOato 54p8M 7,00 N ,rJGE SF QC s TC From 27pgat 7,00to 27p8al 1000 �•�' :- BC:Frem 1Opdat D.DOto 10pi 10.48 9 BCFrom 54fifa1 1000 to 54 pili at 1048 0. 08 BC: 8141b Conc Load at 106.306,SW BC 2221 to Conc.Load al ].12 BE,1176 41,Conc.Load at 8.56 ' BC:1360 lb Conc.Load at 9.66 A S AT O 'it IF Plate Shift TableF JT Plate Chord JT Plate Chord 90F: 4 ,. , \�2 No Sure Shift Bile No Sze Shift Bite !^. �5I WSK4 S 250 191 W5X12 4.25 R 1.25 `s G 112) W4X6 1.75 R 125 114) Wi S 2]5 COA NNR 01YAL d He 01/14/2019 'nKARNING' READ AND FOLLOWALL NOTES ON THIS DRAWNGI. —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmssesre44 r extreme rare in fap�raOn h tlli ah1 pIn 4mllogriciborem, Refer to Ind follow the latest e T fBCSI Building Componen9°�ael rylnformation TP�a e�'s�CA)�'r sa�enrya peiaplces pnorro peNorming mesadlons Installer R1 Ilpro ae to pore anacn � CSI Unless rgteE°o�n topchord shall o allarhetl sbudural shealMn Ebo �IorEsnballllav poro eryrly s aep� �d e�a°�v ia�elt°o"'Cn"Ya�e°oPvl;asaena proiiloinre�sr�i�n above sna online i°`I'r"c�lie'1�a�lse,°unFle`�ss��ie'�oiner'wlgea��Reie�r io' erawing ,"suAzfB 3� d dpf tepP�tldn5. ALPINE AI ins, tl " not❑YyB le CC pon °t G M1all npt ppee nslpple for any dee,ato lir em in§tlrawin an foilure to build ins V1jss cont r ance wnM1�NSII/�PI 1 or�O SF n�l'rP2 slit pin , sbllali8°antl braun4 (truss sa Ion ml dry' X rCover uaif�bil Pula Forum Dnvt. lislinAA th u won aicator encs, mnca o9 >msesa�OnaP _ngin en redGo sibgl sof i'dr fi nox�n. Tb ftY GPulaab 305 antl 06e f this �iawingf ys�udure is 0e reaponsibilm/°�1�c �uiltli0g�evigder petYANB�RPI e{'S�c.3. Onando FL 32821 Farmon mruma4on see WY a'S m eeM Flew rv6 NM1a. PL%NE'. wxx wnl TPr wxx r 13aCF. wvx banE cwnprC.uvx.iccsaleo SEON:]337751 T125 /SPEC Ply I Job Number 65131BA Cual'.RRBt.53 JRN: IWHO93530015 FROM:KAB py'. 1 (HERITAGE HOMES 132010TH SL DIwNo: 011.191508.33190 some LaM1: D32 I BAF 01/118019 .B 8 5'1 1'8'15 B 3 5' T 9 11' 13' A'3' 10' r r3.T�-� : f- 2. 2' -� 12T'a^e i's =4%0 %4%6 F G T t p %4X6TRS) N4XN3RS) 14X6 T 12 E H T ,.%6 6 T1 C L B K g f 1 1 1 A L 10'1'2 qD P O N M 1 3%4182) 112%1 =31U SEON:7,33161/ 7,139 /SPEC PIT 1 Job Number: 831310A Cua1:RlsinlRN IWHOW530o15 FROM:KPB Qt, 11 (HERITAGE HOMES pd0 H TH ST. OmNo: 011.19.I50f1.3x]92 j Too.I-mal: 033 / BAF 01/112019 6 1'8'15 5' T + 4 2 +4'ra •511'8"15 6 5 Lit �'� 3.3.g a p8 a3E F X3%4 a4H 06 T T12 II 6 � I1 p 12 YIXB p m 7,1 C B TB Il 11 v ,! A K mttlt•2 3%4m2) 1=4 =U4 1112n4 bxn4 s3x41B21 1 W 6 7 rl0"4 rs•4 55+2 3'3•e n0.4 F-rt res 1:1R M. 101V4 14Y"II I6• Loading Cribber(pah Wintl Cr dg Snow Cewer(P9.Prin PSp DaNCSICewrla ♦Maximum paboam"QM) TCLL 20.00 Wintl Sw. ASCE T-10 Pg:NA Cl NO, CAT:NA PP Defieclion in Inducted LN Gravity NM,GravM1y TCDL 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL)'. 0.074 E 989 260 Loc R. I R- I Rh /R. IU I RL Bi 0.00 Emporium Closed Lu:NA Cs:NA VERT(CL1: 0.136 E 899 100 B 710 I- F M P1 1241 A52 BCDL: 1000 Risk Category:11 Snow Dombou NA HORZ(LL)' 0015D - - P 718 1- I- 14" 12tl I- DesLd: 3700 Exp.O KN:NA HORZ(TL):002] D - - Wind reactors based on MWFRS Mean Height:15.00 fl Cade I Mla,Crowell Creep Factor 2d B Brg WxM=5B Min Rap=1.5 Ni 10.00 TCDL:40 psf P Brg WidM=5.5 Min Ran=1.5 BM Cape: FBC 2017 RES Max TC CSI: 0317 Loadlid 4.00 BCDL'.5 0 pN TPI 2014 Max BO CSI: 0257 Beaergs B 6 P are a rigid surface. Load Oum6on:1 25 MWPRS FaMlel Dist M2 w M1 Rep Fac Yee Man Web LSI: 0.0]4 Members not listed have faces wss Man 3TSY Spacing:24.0" CBC Dist a:3,00 fl Maximum Top Chord Fomes Per Pty(Il Loc."in enevsil:not in 9.00 fl FTIRT:20(0)I5(2) CM1ords Tens COMP, Chords Tens. Comp. GCpi:0.10 Plate Type(s): Wind Dumfion:1.33 WAVE VIEWVer,17,02028.0123.11 B-C 412 -009 F-G 409 -590 C-D 431 -750 G.H 430 -630 Lumber D-E 430 -838 H-1 440 -76! Top cMrd 2x4 SP 02 TI,TB 2x6 SP A2 E-F 409 -597 1-J 421 -we BORATE-TRTD'. But chord 2x6 SP 02 Maximum Bot Chord Fomes Per Ply(Ms) Wets 2x4 SP r3 Chords Tens Comp. Chloride Tens. Comp. Purlins B-0 W -210 M-L me -250 In lieu of stru01ural panels or rgid ceiling use putlins O-N 633 -219 L-J 343 -kill to laterally mace chouls as bllows: N-M 652 -256 Chord Spacing(in oc) Sari EncHM TC 24 500 7.00 TC 24 9.00 1100 Apply putlins to any chords above or tebw fillers at 24"GO unless Shavm MM1emise above. Wind Wind loads tried on MWFRS with additional CBC BNj M/o�aq. membercesign. 'Irp p24 Additional Notes may .�cF••S•'' Refer to General Notes for additional in % ionnahon a:)• COA FS ANAL „p 01/142019 ^WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGt •IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re xlreme wre In fabecatin ��11 belies sM1lUp� g.inslelling and Orecin . RelCCr to nd follox the lawat ed'Non of RCSI(Buildinp Component SaMly Information,byMTPI an�'SL1CP)i�i sa2rynpmclices prior w pedo�ming tneselunmlons In rollers shall pm tle temporary bm6n pe BC51.Unless nowtl o erwigeitop choM s�lall have pm ly aflechetl sWdural slleat111ng 0 boyorr�0hor eghal M1ave a V op ny atwch�a r tl hes Locations shown to rmanent lateral regsmint of webs shall have Gn sla�letl r BCJI bons B3.B9 or 910, as apPliw� �P tV bat smeach face oflmss and posnlon hovm stove and on Melo l9Dewlls, upnieas n9re�91nem1se. Refer to ALPINE drawings 160A-Z fg �rvd rd plate portions. AI inl,atlivis�n of lTWBuild1np Components GroupinCCShiall nql De resp nsble aannotleviatior�hom thistlrawllIl1oa' hilure to buildythe o- 111Ps cdnfOraWincei NANSI/IPI e1 Ior M1odndlill s1li�p n0, stallat'16rian0 Dr 9ttruss¢sF Ion ih�Criw Xe orCTOve rau'®bili 6750 FommDrive "` li tinY thleo n �csstt tarot¢ f �esg na_ 91n99ed Ponsrbillryry solei foiM s n M1own. f1 N BUIle 305 and 011e f thisn�re� gfor any g�ructure is PM1e respomrbitity ofine�uiltling Oeslgde pn ANSgT6Pt13�c2' Odendo FL,82021 z sa SEDN:733784 I T11& /HIPS Ry: 1 Job Number: 651318A Cus1:RR9353JRef: M'HC935'1W15 FROM:HAS Dy: 1 (HERITNGEHOME513R010TH ST. Dri Oil 19.150632541 TweLebel: DM _ / DAF Olhino19 Ye 18' 14'3'8 tAS1a rs g Sf SP8 ~ 2 + 530 99 Tsisse ¢ M T it 6 p n � m aFF P in C 8 C T5 IT 1 A X 101'3 .9%4182) I17� 113%4 .3%4 IIIUA sy14(B2) 1 16' 7 t'iP'4 e9H 101 55'4 1'10'4 -1'11'11 1'ta'4 T192 40"8 1" 18' F 1'11'111 w CMerla 1psdl AM0%Imam RaacBom Pba) 2000 VA Sm: ASCE]-10 Pg:NA CL NA CAT'. PP DeIlaoson in Ix LARM t/p Graviy Non-Grovay ].00 Speed 130 mph Pf NA Ce:NA VERT(LL7: 0018K 999 240 Lac Re /R- /Rh IRw /U IRL 0.00 Endure:Closed Lu:NA Cs:NA VERT1Cq: DOM K 999 180 B ]18 1- l- 1448 @42 1188 10,00 Rin Caegory:11 Snow Duration:NA HORZILLJ. 0.00] 1 - M ]18 F l- 1448 @42 F 3].00 EXP:D Cot NA H0R2(TLJ. 0014 1 - Wind reactions based on MWFRS MeanHeigh:15008 Coda l Mlec CMera Creep Factor-2.0 B BrgWldi Min Re0= 15 L:1000 TCDL:4.0 psi M Brg Width=55 Min Ret= 15 2.00 BCDL'S D per BHg Cade: FBC 20t]REB Ma%TC CSI: 0.348 Bearings B&M are a rgid sulfars, ration:1.25 MWFRS Pai Dist hr2 to h TPI SM:2014 MaxBC CSI', 0.229 Members nm listed have forces less than 3158 :24 0" CAC Dud a:3.00 B Rep Fac:Yes Mas Web CSI: 0,087 Maximum TOP Ohortl Forces Par Py(lbs) Lac.from eMwall.1119.001 FTA2T;2010N5(21 Chords Tens.Comp. Clods Tens. Comp. GCpi'.0.18 Plate Inte ): Wind Duration;133 WAVE `AEW Vac 1702028.0123.11 B-C 318 -743 E-F 359 -713 C-D 382 -714 F-G 321 -743 Lumhx D-E 383 -NO? Top Nord 2x4 SP 92:T1,T52%6 SP 82 BORATE-TRTD'. Maslmum BW Chord Fo2u Per Py(bs) Bol chord 2%8 SP 82 Chords Tens.Comp. Chords Tens. Comp, Webs 2.4 SP 83 B-L 583 -155 J-1 578 -183 Panum L-K ST] -14] I-G 5112 .175 In Bed of sbudural panels or rigid ceiling use Wi ins K-3 500 -148 to laterally brace chords as bllods'. Chord! Specinggn oc) Start(fl) End1tt) TC 24 7.00 TOO Apply W dins to any chords above or bebw fillers at 24"OC unless shown olhewise above. Wind Wind bads based on MWFRS with additional C&C RMlmidµyf member design. w�1 H oOy Additional Notes \PPFs ..F y Refer to General Notes for additional infona0onn ��J;rJGE... is ,a% S T 0 Q COA Fars ONAL 01/14Q019 "WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmases ell extreme rare in lapr tin lin ahroping ;tarring and bradng. Rakr to nd follow the test edNion of SCSI(Buiding Componenley Infortna5on,bymTPl anU'StlGA)for sateN"m on prior to peRm unpp ma- u chops Instaallers aM1aA Uyrovrde kmporary brawn ce a Unless note o top word sM1all h e pm etl atind or,shuCW1 saeamrin and bollo M1ord stlall nave a pro ecenY attacn$$p r rl Lorahons shpw�5e ne t kterai resb�n �1 webs shall he e in. Iledu BGSI s c6ons @3,B] o btO, as applrra� p�y Intesto aU11a ot•russ ana posdron as s�r bove an on �oin��eks, erss noce�otherwise. Re{ to ALPINE us ahR a 18 -ZBOr sPaadam palate poshiws. A�I� e,a di ision of ITW B IIlee CC pan ole Gr In sM1dll nor be res onslple for any devladpn Rom IM1is new awin share to build Ne w dg - n�iormance wu111kNStl/�Pl i.orOM1 tQlirPLL snipopin nslallabB antl bradng pt,vu__ ear on tM1 tl,$,,,iX Me eTSO FurumIXive ditln tnis dywl �iwetcates acseool1ss F roles aPP ""ggIn dop r�¢))yof lrpw solelIyv tO the das��'44o V�ioWn. Tire ind tbty sure 305 d guI .8 Ing for an, no �re reapop;l0lPliry fthe 6ulWlM1g Deai9dlis pelpN611TP11 ae .y[. Odxde FL.321121 Inlumetien Es erAN ALPINE.nvw.L reRx.rvm TPI'. wwx ;BG4'. wx.' m;rCG. xwu xc'sh. i 6EON:)339991 T115 /SPEC Ply: 1 Job Number 65131" CUA:RRB'153JRN:IWHON530015 FROM:NAR Ory: 1 (HERITAGE HOMES)32010TH ST. CovNo: 011.19150833335 TOM.Label: AB / BAF 01MI/2019 • I uw Re IriIDrytl sin 4z4 sr. nrz ue i� E 7 .aa+e=1 xza e 1� .aux m T1 C 1 saM� A 0 zx. M se ro mre mire Loading Criteria IPA) Wlntl CdUAa gmw CrReda(P9P1In PSP) OeNC51 CHUM •Maximum Fractions(IM) TCLL 20.00 Wmel ASCE7-10 Pg'.NA CL NA CAT:NA PP Deflection N Iqc Uds l L/s Gravity Non-Gravity TCDL'. T00 Speed: 130 mph Pf NA Ce:NA VERT(LL). 0.044 J 999 240 Loc R+ IR- IRh /Rw /U 1RL BCLL 000 Endure:Closed Lu:NA Cs:NA VERT(CL)'. 0.082 J 9N 180 B 914 1- L 1575 1131 /173 Risk Category:11 D.L'. 3O M EAP.D Ket'.N4 SnowDuration NA HORZ(LL): 0.012 D - - H 783 o I- 1307 1148 - D«La: 3].00 HOep Factor - Wind rgyremVoth=55rs on M AIFRS Ming NCBLLL:10.00 Mean Height.p 15.00 fl Code I Mbc Criteria Creep Fadoo 23 B Erg Width=5.5 Min Req= 1.5 TCDL 4.0 psi H Erg Wirthw5 5e. Min Red= 1.5 Solfit 2.00 Bgg Code, FBC 2017 ftE5 Max TC CSI'. 01]8 BRA( 5.0 psf TPI SU: 2014 Max BC C51: 0.529 Member B B area avid surface. Spacing ng Duration: MWFRS Pa21U1 Dat>rah Fac'.Year Max Weir CSI:0.614 Members not p Ch have ices less Dan 3)Ss Sprung:24.0' C t,from a:3 00 fl FTReeChordsMaximT Top Comp Porter Per Ply s. C Loc.fmm enAvall:not in 9,00 ft FTdtT:20(0)15(2) Chortle Tens.Comp. Chords Tens. Comp. GCp.0.18 PUU Type(sl: WindDu2yon:1.33 WAVE VIEW Ver.17,02.028.0123.11 B-C 429 -1155 O-E 403 -830 C-D 445 -111N E 123 -831 Lumbar Top dmN 2x4 SP#271 20 SP s2 BORATE-TRTD: Chords a C mBot CForces Per Ply(ibs) Out clwrtl 2x8 SP s2 Chords Tenompmp. CM1OMs Tens. Lome, Weirs 20 SP s3 B-L 918 -451r K-J 926 -457 Purlins L-K 926 -455 J-I 682 -381 In lieu of snudunal panels or rigid«fling use pun ins to laterally brace clams as bllows: Maximum Web Fors«Per Ply(lbs) Chord Spadnglin Oo) Sal End(fl) Webs Tena Comp. webs Tena. Comp. TC 53 to 0S 2050 Apply blains U any Chords a bo«Or bebw fillers E-J 451 -155 F-I 491 -9YJ at 24"OC unless shown olhe o-above. Wind Wna bads based on MWFRS with adduxul C&C '`NNllybW member design. Right end vertical not exposed to wind pressure. `A Fl, 40y4>•• Additional Notes Peter W General Notes fortldidneal'mformatbn �\�>r�CE•'S��% o. 08 1 S T Ow. Q€ COA ONAL 01/142019 "WARNINGS RFADAVWIING O ALLCONTRA TORSI DRAWING( —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trvsses require sere care in tonn�tin ,M1aMfn ahlopinaigUllin9 and b2dnuRefer to entl fellow the latest edition of BC51(Building Componenl5afely ln�anon,byY TPI an�SBCA)Igi sateN dr'acbcesprlor to pedoftn gihese fu�ims Installer aM1 Il Provide temporarf arzanp pe f3C51 Un s3 noUtl Mhewi e,rop[nom Shall h props attachetl struaural shealpin�aleEboK�COS�s[tions B3,B]oro�� tWdlpp fl0tl C¢Iin Ia 90ns SnnWn Ol Oe1111en¢m ale2lrest2 nldpvl Wrns shall naV bl22Gn as a I Ca p lel srm«ch fa g q !toss entl posaion as shown above entl Un t�le Jomfg0e18ails, pnfe noted uherwise. Refer lo' ALPS A 1C aravnRgs te"dA-z fB�YsP n�a a vMle pnvibn3. 1 V G AI 'ne,a drviebn of lTW Byild1n Components Grppp lac shall nal be responsible fol any e viatiop from Nis tltl dd - y f oi�ure to build the w Tenn�py3 in CUMOrmance,bh ANJIPrP11,IXkr naval LaMppin , nat llabQndM Dracmg o(teU54 s11 al Oninlnwtlr�X ¢Bea 9)50FommIXiVe ihi>parawin ,iwpic ecce i ie a eion p �«n sib! � i t ne sea' n novo. Tie 'Sbi1iH sdre sos and Sae 1tms 82 pa{orany eP.0 wreY381 spon�el4itl�oftne"e°mia�Sg oea�g�::pe7Ar�B�RPl13$¢.`3. Dame FL,3zezt � For mon�mwm.eoo e..w. e. rye u....ee ant. ArFiNe.w... , sec•'....+ m:icc w..w BEGIN:]33III3/ T112 /SPEC Pry: 1 Jab Nu—651318A Cu&:RR9353 JRH:1WH0�53W15 FROM:1418 Ory: 1 (HERBAGE HOMES 132010TH ST. DrwNo: 011.19.1506.32214 TrvaE Label: A] / BAF 01/112me 1-e—lis�ae ar. 1 n♦ } ae-13a 1 "�'li'e T TE.XBt6 s1 all C 1 Tr aMe 1 i B �34wb r)YA am =iM u.xe F 1'11'11} 1'1V� 5813 ItY + PaT lA i< LosEinB Crimes IDe9 Wand!Crusts Sri=Crumbs IP,WIn P5F) DINCSI Cfltxla ♦Maximum Reactions Obal TCLL. ON Wntl SM ASCE]-10 Pg:NA Q NA CAT:NA PP Deflection in I.Udall LM Gravity Non-Gravely TCDL 7.00 Speed: 130 mph PE NA Ce:NA VERT(LL): 0045 J Rig 240 Loc R. I R- /Rb 1 Rw I U /RL BOLL: 0.00 Enclosure:Classes to NA C. NA Wall 0 08a J 999 180 B 914 I- /- 1582 1138 moo BCDL1000 Risk Category.Il Snow Duration:NA HORZ(LL): 0,012D - - H 783 F /- 1395 1166 A E%P:D KZL NA 11010.022 0.022 D - - Wind reactions based on MWFRS Oes Ld: 3].00 Mean Height 15008 ml NCBCLL:10.00 g Code l Mica CMeNa Creep Factor:20 B Brg Wldl MmRI = 1.5 TCDL 5.0,f H By Wid0=55 Min Re9= 1.5 Load 2.00 MF 5.0 psi BMg Cotle'. 4 201]RES Max TC CSI: 0.39] Dealings B&I are a rigid surkce. Load Oura5on:1.25 MFRS Parallel Dkt>211 TPI Sidi 2014 Max BC CSI: 0.53/ Members not listed have Mmes was Than 375tl Spacing:24.0" C&C Dist a:3008 Rep Fel Vee Max Web CSI:0.861 Maximum Top Grand Fomes Per Pty Dial Lai from eadwall.not In 9.00 It FTIRT:20(Op5(2) Chords Tens Corr, Chords Tens. Comp. GCpr 0.16 Plate Type(s)'. — WindDumtiom1.33 WAVE NEW Ven 17.02.02B.0123.11 B-C 430-115] D-E 406 -646 C-D H6-106] E-F 429 -819 Lumber Top CION 2x4 SP 42:T1 24 SP M2 BORATE-TRTD: Maximum Bot Chi Fomes Per Ply plus) But chord 2x8 SPI Chords Tens Con, Chortle Tens. Comp. Webs 2x4 SP s3 B 917 -476 K-J 9Zf -478 Purlins L-K 927 -475 J-I 711 -VS In lieu H structural panels or rigid ceiling use pumps to laterally brace chords as follows: Maximum Web Fomes Per Ply Bba1 Chord Spacing(in oc) Stmi Front) TC 65 1506 2050 Webs Tens.Comp. Webs Tens. Camp. Apply pudins to any chords above Or below fillers, E 460 -186 F-I 482 -M at 24"OG unless shown mhumme above. Wind Wind loatl3 baeed on MWFRS with additional C&C memberdesign. M,s�0{.....n291pfyo Right end vertical not soprano!to wind pressure Additional Notes �`yfy.4•_CE••5,1'Q�� Refer to General Notes for additional information v r �`£ o. 08 1 * ' B oL S F G COA DNAlw ,e•+ 01/14/2019 "WARNING^ READ AND FOLLOWALL NOTES ON THIS ORAWINGI "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTmssesre ube extreme care In fel, Iin M1antlllrrgg��ahl pingg In stalling and bracing Refer to and follow the latest ery6 n of BC51(Building Componen�Sakry Information,byhTPl an�58CA)kr sapty piacticee pgOr to pertorming iM1ese lunHions Installers sllelPprawtle tempo2ry Braun DCSI.Unless npletl o ervase.toefmMN shall ave pmpee Bachetl strudur sheaihm d boll hartl s,hall have a pm rly dach$8eq a c nn owtmns shown noro ahem Iakral reEbaim$r w ose aau ha. $mLin e°��l"ee per°Bc$I seotionE 63.B] or�io as.RPlicabiepp�y later to each face Of ease and posWn as shown ag eon Rte Joinf4Delails. unless holed Otherwise. Rekrk' ALPINE drawings t60Ad far sRdntlaN plate positions. Alpine, division of lTWBIItlIn pop 1Gr upin hallnot be res sple for,any tleviation from thisdrawin tenureto builtlme 1ry5g Lptormance^dh kN51�PI 1,or Rol�iali8linq,s�ilpDinp, slallaliantl braonq iWssesA Ssal on[frig dr�wlXy pay g]so Forum Detre IIe1In af11'E dr. ,n tliLaHyass dGteow"m t eTe69lonal '"gIn E1b 11119v501!1 M B1Nr��tlea IrOWn. The EndBhe Suite 305 tl u e of do. 8iawingformrystrectuhe t4i ponsibil goRRben�uiltl��R3ea�9ee peYAN91RP11 c.3. ry Orlanen FL,32621 Fx more inbrmMian Bee Pis ep'n ei ALPINE. awes Sad. w.m'.eWMu em;IGC.xwx SEON:]33T0]/ T114 /SPEC Ply: 1 Job Number 65131 as Cost RR9353 JRH:1WH09353CO15 FROM:KI1B ply: 1 IHERITTGE HOMES 02010TH ST. DmNo: R.11 11 1506.31�N1 Twe Label: Ad 19AF orouz0la s vmu ra so4 zslxaT1 . s T ...asaslM. 12 nl n =sx.ma n>Aa .ax4 .TY .axe mr+x Hv� 1m4 err yr zrre sr13 yrre LOadina Coal own, Wild CMaM Snow Criterle tPg,PUn io r) DWYCSI Cftda ♦MaximumRe CHOM(IM) TCLL'. 211.00 Wlnd SM: ASCE 7-10 Pg.NA CL NA CAT.NA PP Deflection m be IJdefl LM Grevily Nan-Grevily TCDL Too Speed: 130 mph Pt NA Ce:NA VERT(LIQ SO46J 909 240 Luc R* IR- /Rh /Rw /U IRL BCLL: 0.00 Enclosure:Closed Lu:NA Ca:NA VERT(CL). 0.006 J 999 180 B 914 /- /- 1589 /143 1165 BCDL low Risk Category 11 Snow Goal:NA HOR2(Ly'. 0.012 D - - H 783 /- /- 1403 /185 I- Des l.d: 3700 UP.D Nzt.NA HORZ(TL). 0.023 D - - Wind reaction Need on MWFRS NCSCLL:low Mean Height 0 psprf 15000 TCDL:L0 Code l Mies Crbema Creep Feel 2o B Big Width=55 Min Req= 15 BM Cade' FBC 201]RES Max TC CSP 0.550 H Big Width=5.5 Min Req= 15 SGML 300 Mor 5.0 psf g - Bearings B 81 are a rigNI surface. Load Duration,1.25 MWF RS Parallel Dist>2h TPI Set Fac 2014 Mar Web BC 0530 Rep Fac'.Yes Max Web CSI' 0465 Members not p Ch rdVF rtes less than 375# SpacirM:24.0" CSC Diet e'.300fl - Maximum Top Chord Fames Par Ply s. 0 Loc.ImGCx,enowall.8 not In 9.000 PTIRT:20(0)1512) CM1eka TensCgmp. Chords Tens. Comp. Gatio 0.18 PiateWAV Type(a). Wind Duration 1.33 WAVE VIEW Ver.17 02,02B 0123,11 B-C 436-1158 D-E 395 -815 Lumbar -"— C-0 436-1081 E-F 431 -815 Top curd 2x4 SP#2'.T1 24 SP 42 BORATE-TRTD: Maximum BY Chord Fomes Per Pty(Ila) Bol chord 2x8#3 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bracing B-L 918 -490 K We -4W L-K 927 -489 J-1 me -31% (a)Continuous lateral restraint equally spazed on member.Or 1x4 T'reinforcement 80%length of Maximum Web Fomes Per Ply'lbs) web member Same species B SRB grade or trader Webs Tens.Com . Well Tens. Com anacbetl win Bit Box or Gun(0.113'x2.5",min nails P p. @6"¢' E 494 -323 F-I 480 -926 Purlins In lieu of sbudural pal or rigid calling use puri to lateral,brace chords as follows'. Chi Spacing(m SO) Startho Enido mnLMgpaaa TC 75 14.06 2050 -` `Ory Apply purlins to any chords above or bell Mgrs PM eH�e'1 at 24"GC unmsa shown mherwiee above. - \.^^ E ��`.. Wind JG 3F e - WindloadsbasedonMWFRSwonadditonalCBC S ember design. Right end vertical not exposed to wind pleasure. * ! , a Additional Notes { Refer to General Notes for Sponsored informatln `a CJ AT 0 Z Q (OA ONAI raftexim11Y 01/142019 "WARNING" READ AND FOLLOW ALL NOTESON THIS DRAWING' "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmases regV�re eelrerr,e cafe inh 6n fnQ,shiDp� g.installing and bracing._Reler to and follow the latest edition Of SCSI(Building Component Safety informa0oq ppvv TPl snd B9CA)Por lerynpradmes pnor to performing nese functions ImialleBahall p de tempora _ toacmgp BCS' unless noted u top prod shell have yadachetl atmdural sheatrym and botl c� dshell haveepr0 airy nachetlr�gdmiling� Locations shown foreimanent lateral re trnt`Ofwlos shall hall macro neduperoBcSl sections e3.8] o �iU ISaapplicadle Alpiy tatstn achface.o�Vossandposition hownaooveandonitcJoin(4Debris, Nessnotedotherwise. Reser M' ALPINE gs 16CA-Z or sfandant plate positions. AIU'ne�aGvision of lTW BVIItl� LLC pan¢nlS Grdy In< shrill npi be responsmle for any deviation from nls awlr�p f�Y oilers u`builtl he µ ll sin ante wM FN51/I PI 1 for 11 JIirP allippin mllabon antl b2an I4uss sA sal onliq Urewlil Pe 6]50 Farm Drive nw as tbfe faomNn tlicrtes t�nca a� ro�assionaf enn""gg eenn ponsfbglip sof ly�o the dem born. The eitbb.dy suite 305 tl �se of Nis �iaarm, rariy ne�mdure is�Ne responalblliry sol Ne�u�tlong Deaigda per ANblRPll5bc.2. Fo�mare irJmnetim aeeuas' o's nerL roue eaM MneweE uus.>LamE. wry :6aG9. ww.mtlMu wn;mC'. w.wme Orando FL.32821 SEi733]11/ T118 /SPEC My JOE Numbac 85131M Cold R R9353 JRe1: 1 WH093531015 FROM;ME Ory'. 1 (HERITAGE HOMES)320191H ST. Fri 011 19 1506 32978 s, Tmaa fail A9 / BPF 0111118019 swi Isre .z. t io'3 p11's a, rte Ve FPSI le 7 F .w0r1 lux rax .tie .>� naxepAH Frtr'tt} rtvi' sr12 H Ns trrt H m•• II ml1'e Loseing CrRaea(ps0 Wind CrNeda Some,CrRaea tog m xt Pi DMICSI CHfads A Maximum Reactins(Iba( TOLL: 20.00 Wintl SW; ASCE 7-10 Pg'NA CtNA CAT:NA PP Diffraction in lac UCe l LM` Gravity Non49ravyy TCDL: 7.00 Speed. 130 mph K.NA Ce:NA VERT(Ly'. 0,035L 999 240 Loc R* IR- /Rh IRw /U /RL BCLL 0.00 Endosome Closed Lu'.NA Co.NA VERT(CL): dilate D 999 180 B 896 /- /- 1588 /148 1161 BCDL' 1000 Risk Category:11 Smww DeraEOn'NA HORZ(LL)'. 0010 J - - H 801 I- /- I419 207 I- DesLe' 37.00 EAP:D KZL NA HOUJI-)'. 0.019 J - - Wind reectems based on MFRS NCBCLL:10.00 Mean Height.15.00 R COee l Mlsc Cdteda Creep Factor:20 B Brg Widl Min Req=1.5 Soffit 20D TCDL:4.0 psf BMp Looe: FBC ZOt]RES Max TC CSI: 0.910 H Brg WidO=85 Min Req=1.5 BCDL SO pd Bearings B e l are a Mid surface Load Duration:1.25 MFRS Pal Dist 1110211 TPI SM: W14 Mak BC CSL 0.357 Members not listed have names less than 375N Sparing:24.0" CSC Dint a:3.00 fl Rep Fee Yes Max Web LSI:0.52] Maximum Top Chl Forces Per Pty(lbs) Lmfrom enAvall.not in 9.001 FF/RT 20(0)IS(2) Chords TQos.CxM CM1OMs Tens. Comm. GCpi:0.18 Plate Ty,al Wind Duration.133 WAVE VIEW Ver 17,02.0213,0123.11 B-C 383 -1136 D-E 347 -780 Lumber C 401 -LOMB E-F 411 -185 Top chord 2x4 SP AI 2x8 SP 42 BORATE-TRTD: Bol ended 2x6 So#2 Maximum Bol Cbord Fomes Per Ply(lbs) Webs 2x4 SP M3 Chords Tens.Comp. Chords Tens Comp, Plate Shift Table B 901 -487 L-K 909 -485 JT Plate Chord JT Plate Chard M-L 910 -485 K-J Ni -363 No Size Shift She No So. Shift Bye (231 Vi S 3.75 my Maximum Web Foes Per Ply(lbs) Webs TansComp. Webs Tens Comp. PUMo. E-K 524 -257 J-G 659 -310 In lieu of slruduml panels or rigid ceiling use Putlins Ii 341 -587 G-1 386 -733 to laremally brace chords as follows: Chord Splcml 0o) Steven) EMIR) TC 75 1306 2050 Apply pur9ns to any chords above or below fillers pmrmlrgR at 24"OC unless shown otherwise above. asyxp . Wintl �P...... ( .••S h w•., Wind loads based on MWFRS with additional CBC E memberdesign. F Right and vertical not exposed to wind pressure Additional Nares �8 i Refer tO General Notes Mr additional information IF i i SAT O `cs~< ...... ENG con 0NAI�x.. w 01/14/2019 _ "WARNINGS REISDAND RAWINGFOLLOWALL LCONTRA TORSI INCLUDDRAVANING 'arelorme du FURNISHTHIS 5lhgg GTOALLCONTRACTORS IN Refer WGTHEINSTALLERS Tosses re use exp¢ a ale in fa�m1 0n h lin aril p� g, stalling and bracing Refer Wand follow,me latest edition of BCSI Builtlin ComWnen�S leH lmtformauonb T�en�'S�CgP)i8 �erynpraGlrzs ora rte pertorming these fu0dions Installers shall provltle to poar� brecln¢p BLg81 Unless noted o�llemwlse fop Nartl shell M1ave pr op Iy VacM1e hsVudural sheatM1ln9 and botlom M1ortl sh all So Bar pro0ay gyrogtl d logg� LOtmpds sryry0 d(Or 1ImIa0Q l dtQ frit Rd5513 et Dl wQbs sM1dll M1dv Q Gn SWIIedOnel BC I SeC60ns R3,9] 810 Epplua� caApply lresWeacM1 ce,o uss amts pull nn own above and on l{t �a t4 Cents, less noted omenow Refer W' ��I�� rowmgs 160A-Z for s�aMartl plate posbons. AIine,adi - ' nof ITWB ItltlII CC pan W Grog In Shall not a he res [miie WI aneeevialion from this%pain an failure W build the ry�s1n n✓�rmance wrh��151PlCe,or�i hoantllnP �iippin , tallatl cbracmg timssesA ton M1m tlrm'xmXp or ¢ap 575o Forum Dove Ilan tura In inmc.11ees . mmaa i .lanau an re oa1b'li So1QIv�r It¢ a n M1OWn. $ illi Ili Suite 305 antl use of mis �iawmgt any afruclu�e is Bre respoi lllry o��eydre gW.Fh mi--I%l�S%?jSAfc.P3. H Ga.as..asmnal ms-n eon Nes.wtlmn:al-11,14. ror',TR: wxx son.o:pow — m:1to w.wr—.t.. Create FL 32821 SEON'.7n715/ T1O5 IHIPM Ply: 1 Job Number. O5131 BA Oust RR9353JRef TMO93530O15 FROM'."Is OD, 1 (HERITAGE HOMES 132010TH ST. DrvMn: 011181506.34024 TnuFLFbel: AID I RAF 01/1112019 e IS'151 111 y E A4 e17 aro' I is 8 r 1 c n 1E3 � X101 .Sx.ma .me ..xelimpN" enne -1'11'11 110'.1 Sa'Ir0 F 111 F an LJ DYM1'9 Loading Criteria(pe0 Wind Criteria Snow Cfllrtla(P9,Pf in PSF) DeO1CSl Criteria AFBsxlmum Rsactioenphs) TCLL 2000. Wind Std ASCE 7-10 Pg:NA CI:NA CAT'.NA PP Defiecbon In be UM tlIM =4 Non-Grevhy TCDL: 7.00 Speed 13O mph KNA Ce:NA VERT(LL): 0043J 999 240 Loc R+ IR- IRh IRw /U IRL SCLL'. 0.00 Entlowre:Closed Lu:NA Cs:NA VERT(CL): 0080 J 999 180 B 914 A I- lea] 1170 1149 BCDL: 10.00 Rlsk Category'JI Snow Duration:NA HORZ(LL1: 0 01 D - - H 763 I- I- 1412 230 I- De.LC: 37.00 EXP.D Kit NA HORZQLI:0.021 D - - Wintlrer e..bash on MWFRS Mem H 0p 15.00 it Cotle l Mlec Criteria CreepFad0t 2.0 B Bq Width=55 Mln Rod= 1.5 SendNCB . 10.00 TCDL:50 i SMf9-. 2.00 - � BldgCode FBC 2017 RES Max TL CSI: 0.Bfi3 H Big Width=5.5 Mr Req=1.5 BCDL 5.0 pN Bearings B 8I are a rgid surface. Speeding ng 24 0:1.25 MAIMS Pasmilet 300 Dist h to 211 TPI Fix 2O14 Max BC C51'. 0.548 Members net listed haws forces lean than 3759 Spacing.24.O" CSC Oqt a:3OOft Rep Fac Yea Max Web CSI: O.625 Maximum Top Chord!Forces Per PN abs) La:.fears endwall:not In 9.00 it FTIRT.2000y6(2) Chords Tens.Comp. Chords Tens, CcmD, GCpl:O.18 Planar Typal.) ,Wind Duration:1.33 WAVE VIEWVet 17.02.028.0123.11 B-C 3R-1154 D-E 352 -882 Lumbi C-D 367-108."1 E-F V2 -730 Top chord 2x4 SP#2:T12x5 SP 82 BORATE-TRTD: Metlmum Bot CIIOM Forces Per Ply ilea) Bot cllord Ze6 SP.2 Webs 2x4 SP a3 Chords Ten.Clint Chords Tans. Comp. Plate Shift Table B-L 914 -088 K 925 -508 L-K 924 -507 J 459 -250 JT Plate Chord JT Plate Chord No Size Shift Bile No Size Shift Site Maximum Web Force.Per Ply pied 1201 W4K6 S 3.25 Webs TeneComD, Webs Tens. Comp. Purlins J-F 418 -195 F-I 416 -779 In lieu Of.Wctural panels or fY41tl mining use purim In laterally burns dloka as fellows: ChoN Spadnggn«1 Starl(fl) EmICH TC 75 1008 2050 Apply Purlins M any chords above or below fillers xlnrmNµwlA at 24'OC unless shovm cleverness above. ,1 H 4yx, Wind �J;.•P.GE••.. Wino leads based on MWFRS with additional CBC • J �' •`- '� ember design, Right end vertical not exposed to wind pressure. o. OB 1 i _ Additional Notes Hear t0 General Notes for additional information e1 SAT 0 2 Ott 'j CoA `s �NAIatE . 01/142019 —WARNING- READ AND FOLLOWALL NOTES ON THIS DRAWING/. —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussa m an re extreme re 'a fa tiny hantllin ahi 1yryI2ng,Installin a08 ntl brad RehrM ntlopllDW alastaleste ikon oProf SCSIepeo Building a ha c a he op�vi a Do ana.b°.Gro Of PlaO 1O¢TdnE11 vd5I hof eeg° x I boeleaan n$oar in q i, 7 acs. s gd orcc F�ft',Br moo draw ng 16OAZ ps Do �. do ldr atCe p¢o "to build os�afiols�t.5 J �g ry 81ver ALPINE ' E$t�e �alre dggi lPrP�atruera e�lee�mnan Impponslbilery o�leh�u�Esn9ODlgdei Pe AN61/IPI19�can Ir2hr�v�re.ruTM1a sui�bilN Suite 305 6750 me wed.icer. ALPINE'.wrv. Seta:xwx m;ILC. ww.lwub.w Odanto FL,32821 SEON'.7337181 T107 /HIPM Pty: 1 Job Number: 65131M Cost:RRB353 JReI:1WH0935spi FROM:IAB Dry: 1 (HERITAGE HOMES P20 10TH 5T. Dri 011.19.1W8.3361] Tmsa Labal: At / BPF 01/1172019 TI e p n�• " r A .."An zu _axa nagmjsl f r'n'n1 •1ov+ m'evi Loadlry CdUtes long Wind Criteria Snow Christie he Kin PSU Dall CrN •Maximum Rxdloraggls) TCLL: 20.00 Wind Std ASCE 7-10 Pg:NA Ct NA CAT'.NA PP Deduction in roc Lide8 110 Gravity NomGrevity TCDL: 7.00 Speed 130 mph Ff.NA Ce:NA VERT(LL(: 0.024 D 999 240 Loc R+ /R- I Rh 1 Rw I U I RL BOLL: 0.00 Endosure:Closed Lu:NA Cs:NA VERT(CL):0.045 D 990 180 B 667 I- /- /471 Me /161 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LLt-0,W7F - G 542 I- /- /339 1147 /- Des Ld 3].00 EXPD Rze NA Hi 0.013 F - Wind reactlons based On MWFRS Mean Heigh:15.00 fl Cod!I Mao Crberla C Factor.2.0 B Brg Width=5.5 Min Req= 1.5 NCBCLL 10.00 reap TCDL.4.0 put G Brg WMIM1=- Min Req=- LoMI ion: BCDL50 N Bldg Code: 4 2017 RES Max TCCSI: 0.292 Load Duration:1.25 p Memberings B is rl rigid haysurfece. MWFRS Pa 3 00 it h l0 2M1 TPI Std: 2014 Max BC CSI: 0.292 Member nM listed hal F forces leen man 9]Sd Spedng:240" Loc Dist a:3.00ft Rep Fac Yes Max Web CSI: 04]2 Maximum Top Choral Forces Per Ply C Loc.from en0,18 not In 9.0011 Plate 1r 0(Ou5(2) Chords TenS.Comp. Chords Tens Cane. Grto . 1. WAV Type(s): Wind Garton.1.33 WAVE VIEW Vee 17.02.01 B-C 140 -739 D-E 290 -RB Lumber C-D 162 -605 Top oroM 2x4 SP Jai 2x6 SP 62 BORATE-TRTD: Maximum Bot CM1ortl Forex Per Pty jibs) Bot chord 2x8 SP rig Webs 2x4 SP k3 Chortle Txa.Comp. Chords Txs. Comp. Pigs Shift Table B-J Al -337 J-1 5]5 -333 JT Plate Cham JT Plate Chord Maximum Web Forox Par Ply(IWI No Size SBM Bite No Size Shift She Webb Tena Com, Webs Tabs. Comp. [16] Wi S 3.75 PUNina I-E 616 -316 E-H 301 -416 In lieu of structural panels or rigid ceiling use purlins to atonally but chords as follows: CM1ord Spacing(in oc) Starlpi Endph TC 29 11.94 14.37 Apply pullins to any pMrds above Or balow fillers xµylllµyl at 24"OC unlems shown otherwise above. Hangers l Ties Pl.' ,1R/41 (J)Hanger Support Required,by others ,��JGE•S�•../` $ Wind E ei Wind loads based on MWFRS with additional C&C 8883 O. 081 memberdesign. Right end vertical not exposed to wind pressure. Addit oill Notes * Baa SAT O •4 Rehr to General Notes for additional information ee'��• +.•, f• l co A F"" �. �L 01/14/2019 "WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING' —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS T� a reexuemecearifaprioxtin h in sM1i g.instilling and bradn Refers to ntl bllW he latest dionr tSCSI Builtlin Componengt 22ZI ln'mm d n,ppyv TP�en�'S�CA)f$'h saPerynpractrces or to geRoming these Ironnet ailors a II y ovrtle to yUo2ry9 $racrn BCBI Unless nplx oA lop cbortl shall nave pro err attached s rudunit Sheaf I d boom hold aM1all paye a no fry nam$i n d.'in Locxons.1h i for p¢'mane i lateral reasr m 8f woes ax1l nave bredn �n9aileab r Bc$I ss y ons B3,B] 11 as aRDOw A PWv rat sto acts race fol Vuss an pTSNon hown above and On the Join��elater pngasnmetl otherwise. Reierro dravnnga,6OA-Zgnra�h rdpritepoaitems' ALPINE 1��ire,a division of 17W Buildin Components Grou In ia^BII not be reppoasrple for any deviation from this drawin failure to build the 65: formanoe with ANSI 1,or for ba OIirP eat ldli , 8braen (busses lar on Ni nr$'arX W 6150 Forum Done listing tM1lse In �n Ice[: ttcp! Unce roe ''gg ado O Sab iryv SOlelIppvvg ttM1 d efi an. n. The but bility Sure 305 and $Se a t a $r ng or yaP aures Ire responaiblllry o�Nl�uiFl°e�Rgb Igde peYAla81?p1 e15�c.2. Far mamiMmvum ne Nb oE'e aUrm, mvxalh Imtv:baLA:er— m'¢C:--tee.ar Orlando FL,32821 SPUN:7337241 T109 /HIPM Ply 1 Job Number. 651318A Cu.:RR9353JRef: 1WH093533015 FROM'.KAB Or 1 (HERITAGE HOMES 132010TH ST, Unusua'. Oil.19.lentil.32915 Taxes label: Al2 1 BAF 011110019 rte, p as1 ems or. pexp wap, kR,pso, i—v— si, 14,44 era u, He Loading Crli#da(oe) Wind Galleria Snow Crushes(Puffin PSE) Ded/G81 Cataria •Maximum Reaclione(Ies) TCLL. 2000. Wnd SM'. ASCE7-10 Pg.NA CLNA Cki PPDeflec0on in bel-Al t/# Goals, Non-Garay TCDL 7.00 Speed 130 mph While, Ce:NA VERTILL)'. 0.025 D 999 240 Loc R* Ill IBM /R. I U I RL BOLL: 0.00 Encesurs:Closed Lu:NA Cs:NA VERT(Cy: 0.046 D 999 180 B 667 /- I- /471 /82 M72 BCDL: 10.00 Risk Calegory:11 Some;Duration:NA HOR (LL):-0.008 F - - G 542 I- I- /355 1141 /- Des Ld 3].00 EXP:D K2t.NA HOU(TIQ 0.015 IF - - Wind musical besetl on MWFRS ght NC6CLTCDL L:10.00 Mean 4.0 b15 Catla l Mph,Criteria Cr all Cep Factor.2.0 B Bag Wdi Min Req= 1.5 Solfl'. 2.00 Bl:4 0 5.0 Opt pBWg Code: FW 2017 RES Mex TC CSI: 0.505 G Bag Widm=- Min Req=- TPI SM: 2014 Max BC CSI: 0.274 Bearing B is a Fund suffice. Load Oum8on:1 35 MWFRS Parallel DIe1:M1 l0 2M1 Members not listed ban forces less Nan 375# Spacing'.24.0" CSC Diet to 3.00 it Rep Fac Yes Max Web CSI: 0,620 Maximum Top Chord Fomes Per Pty(1be) Loo.hom embassy.not n 900 it FT/RT:20(Ou5(2) Crucial Tens Comp, CMMs Tens. Comp, GCpi:0.16 Plate Type(e). Wind Duration:1,33 WAVE VIEW Wer a70202B 012311 B-C ice -TN D-E M -697 Lumber C-D 130 -869 Top chard 2x4 SP#2:T1 2x8 SP#2 BORATE-TRTD: Set chord 2x6 SP#2 Maximum Bot CM1ON Fomes Per Ply(the) Webs 2x4 SP#3 Chords Tens CompChords Tena. Con,. Plane Shift Table B-J 555 -323 J-1 557 -317 JT Plate Chood JT Plate ChoN o NMaximum Web Forces Per Ply(Ii WeXt S 375 esShift Bile No Site Shift Bile Webs Tem,Comp. Webs Tens. Comp. Pudina I-E 874 -35I E-H 310 -431 In lieu of structural panels or rigid ceiling use pudins to laterally brace chords as follows: Chmtl Spaoing(in off) Stert(h) End(r) TC 17 1294 14.37 Apply purlas to any courts above or below filers e1dM1111n111Mfai at 24"OC unless shown otherwise above. 44... Hangers/nes \.� k'P/'''+, (JI Barger Support Required,by others `C1E eeLStC Wind V Wind loads based on MWFRS with additional C&C 0. 8 memberdesign. Right end vertical net exposed to wind pressure. Additional Notes a,oi S AT O Q Referto General Notes for induction Information A- COA NAL a sam,w 01/142019 —WARNING— READ AND FOLLOWALL NOTES ON THIS DRAWING' ^IMP0RTAN1— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Thowas re extreme cam in labdcal handlie slp� 9I tall'm9Aand Loa n Refm to and nabs Pel est edicon of SCSI(Building Compon�peeenpl5afry Information byPTPl and SBCA)i$ran�ery"piaU"Ui pcees,ypnoa to peedo�ning Pese lunc0ons Inataol�em all all pmnde tempora a0 appar tl ililpny"y Loatons shown Mort�ermaeQl�seral rll ¢S(°r2on as ini6i wown ebsa axnd ave ramn�D'shuntia"aia�illleduPnksand �s n karma:site,8new 7pom oar v as singular 1nif Vistas daM plate posdos. ALPINE Alpine a civilian ofITW EX ItlI F` po 1sG Gt C shall not be s o sple form a iafo from this em dry failure to build the jagn IOamarrce Wit iFN51/�PI 10 for hadlrl4 aM1i sI1a16 aObage�im aA sealo iM1 tl�wrirl pia 8750 ForamDdw in l y1 e( mg qF a1e am8 ng b1 1.lymrmeaer nanox�n. i e au$silly m $a. r mrs Emwxmg(araryshuelumis R, sporaiM or me"gnIN, Deagtrler, ANSIFTPI1 s$e2. Ed.305 For mommrar,al—tre'sous ALPINE.—Ii'n om:TR. mw ;SBCn w«w cm.ICC'. —1—offiely Orni FL,32821 SEON:T33i TIN /HIPM Fly: 1 JOO Numbx. 851318A Cus1:RR9353JRN IMOR353W15 FROM:KAR pry'. 1 (HERITAGE HOME513P010TM ST. D= 011.18.1508.32138 imse LaMl: A13 / BPF 01,11,2013 TIIIII or F a�In.al 1 �w Loading Comte Ipso Wind CdMrie Snow Criteria lPom in PSFI DOW, lCrltmie ♦Maximum Reecho.ii TCLL: 20.00 Wintl 51d. ASCE 7-10 Pg:NA Ct'.NA CAT Nis PP Deflecdon in Ix Udell IA Gravity Nod-Grandy TCDL'. 7.00 Speed130 mph PI NA Ce:NA VERT(LL): 0.015 H 999 2d0 Loc R, I R- I Rh I Rw 1U I RL BCLL'. 0.00 Endosum Closed Lu:NA Cs NA VERT(CL): 0.030 H 999 1S0 8 667 I- I- /470 O5 1184 BCDL 10.00 Risk Category:11 Snow Duration'.NA 110RZ(L-)-0.006E - - F 537 I- I- /369 /125 I- DeeLd: 37.00 E%P.D add.NA H0RZ(fL):0.012 C - - Wind relations plead on MWFRS NCBCLI. 10.00 MCen 0 dii 150Dfl 4 TCDLCode l Mhc CdMrM Creep Factor 2.0 B Brg WidM=55 Min Req= 1S SofilE 2.00 '.4.0 psN1g Code'. FBC2017 RES MSITCCSI: O.690 F Bq Width=- Min Req=- BCDL 5.0 par TPI Old: 2014 Max BC CSI: 0375 Bearing B Is a rigid surface. Load DUmGan:135 MWFRS Part Dist h to din Members not listed have forces kess Man 375# Spacing 24.0' CSC Dot a:300 fl Rep Fac Yeas Max Web CSI: 0.757 Maximum Top Chad Fosters Per Py gi Loc.from Bndwall.not in 9.00 fl FTMT 20(Ou5(2) Chords Tens Comp Chords Tens, Comp. GCp:0.18 Plate Type(s). Wind Durdlion'.133 WAVE VIEW Ver.17.010213.0123.11 B-C 62 -883 C-D 108 -814 Lumber Maximum BM Chad Forces Per Py(Ibs) not chord 2x8 Top cd all SP b2 SP M2 BORATE-TRTD M 2xd SP#2'. Chords Tens.Comp. Chords Time Comp. Webs 2x4 GP p3 B-I 528 -301 H-G 523 -291 Plate Shift Table I-H 528 -291 JT Plate Chad JT Plate Chord Maximum Web Fomes Per Py( es) No Size Shift Bite No Size Shit) Bbe Webs Tens Comp )131 Winds S 350 Hangers l Ties D-G 338 -Me (J)Hisi Support Required by others Wind Wind loads based on MFRS with additional C&C memberdesign. here'. Rigla entl verlical not exposed to wind pressure. Additional Notes Refer to General Notes for atltlifional Information ��J;.�pE SSC /� 0.703 tse z 3 AT O aQ COA SAS OVAL I 01/14/2019 ••WARNING•• READTHIS DRAWING FOLLOW ALALL CONTRA TORSI INCLUDDRAWINING THE ^IMPORTANT— ar FURNISH THISORAg shi TO ALLCONTRACTORSHarper to Ed fEowINSTALLERS Troasee require extreme rare in abdicating,handling sM1i rrqq instlls gand bradn Retel re radians 1hC lsi m iti n of BCS, Building Lomponem Saferylnformatbn,MTPI an�SBCA) isapiadlces prlorm pedorgin gihese�u ctloue tellerss allprovide to pore _ braeI BCS, Unless noletl o ervdse,toD chortl shall 'g. UUroppe<rttyy allached strudur theathin d b%om hod shall have a DroUUe anacll1lgg1¢eppppree M Ung. Lorabons sll n% ermane llaµ2I rerst unt webs shall have galled r BC gSI s¢ct ons Out,ST o tlt as impllce nPPIY I t to 11 a �buas ane positron horvn above entl on the Join�Delalls, u ess noted olM1erwlse. Referm ALPINE drawings 16 A-Z for s� oral prix positions. Alpin,,a division of ITW By'ItlinG Components Grou In%shall nor be resonsl le for any tlevlalrosesrfrom this drawing failure to build Me im hI n rma ce 8nAN III PI 1,or for nation I, s pin , stallaUB,n an�braang iros al on iM1ls tlww0y' orC eeP�fBB6111 eT50 Forum Dme n« Ial9tn Mlsreo �Mica�ersanccelNa ace Qf�Ile�rase�Onalq e'n'g n� onalbililX solely fNOr �lesnlrow�l. The u tY Sure 305 of brie YiawlnB Ya mcWnlE pooEibilrry 0(M¢ uIIUIRg Dealg <r p! A S 1 Oneneo FL.32821 s. ALPINE'. wxb.al'n cm,TPI'. — Sel1A. wmv —,oI . wxx mels. SEpN:]33]30/ T101 /HIPM %y: 1 Job Number. 65131M Cua1:RR8353 JRel'. 1WH093530015 FROM'.KAB py 1 (HERITAGE HOMES 132010TH ST. OnvN0. 011191506334,17 Tmss Label: AI4 / BAF 01/11/2019 I p p s�rs 3 F�m .yxyen _J .ew savgigiel �rxv� H'vv� �Ps F ttv � yr ib Loading Cultre(pe1 Wind Criteria Snow Crllerie(P9%In PSF) DeNCSI Cu#mie ♦Maximum Reardon llM) TELL: 2900 Wird Std. ASCE]-10 Pg NA CIL NA CAT:NA PP Deflection In loo Utlefl L/# Gravity Nm-Grev11y TCDL: ran Speed: 130 mph Pf.NA Ce:NA VERT(LL) 0.025 D 999 240 Loc R. I R- 1 Rh /R. /U I RL BCW. 000 Enclosure'.Cbeetl Lu:NA C. NA VERT(CLk 0.066 D 999 160 B 667 I- I- 1471 162 1173 BCDL: 1000 Risk Category:It Show Duration:NA HOUH-Q:-0.000 F - - G 542 I- I- /356 1141 1- EXP:D Kzt NP Oes LP 3r00 Mean Height 15 00 ft HORZ(Ty:0,015 F - - Wind reactions baud on MWFRS NCBCLL:1000 TCDL:4l0 par Coda l Mlsc Crill Cheep Factor 2.0 B BrgyMdl Min Ree= L5 LSoffitOW 200 BCDLMWF 50 f Bldg lid 2 4 2017 RES Mese CSI: 0.510 G But;Width=- Min Req=- pa Building s Be a rigid hamate. Load Duration:1.25 MWFRS Parallel it h b 2h TPI Fee 2014 Max We CSI: 0.2]3 Maximo not p Ch rd F forces lege Nan3769 ys) Sparing:26.0" C8C Dist a'.3,00 fl Rep Fee Yes Max Web CSI: 0.830 Maximum Top wp. Fortes Per PlyTe s C Lac.fromendval8 not in 9.00 If Fr#ET:20(Op5(21 Chords Tens.Comp. CM1ords Tens. comp. Gatio o.16 Plata Type(e). Wind Duration WAVE VIEW our 17.02.02DO123.11 B-C 106 418 D-E 96 -898 Lumber C-D 138 -888 TOO chord 2x4 SP#2:T1 2x6 SP#2 BORATE-TRTO: Maximum But Chem Fomn Per Ply(Iba) Bull Web.2m 2x55P#2 Chords Tens.Cmnp. Chords Tens. Comp. Webs 2x4 SP#3 Plate Shift Table B-J 554 -322 J-1 556 -316 JT Plate Chord JT Plate Chortl Maximum Web Fortes Per Ply(lbs) No Size Shift Bile No Size Shin Bite WNas Tens.Conni Webs Tens. Comp. �No WSt. S 3]5 Purllns I-E Wa -350 E-H 311 -433 In lieu of structural panels or rigid railing use purlins to laterally brace Chords a3 foIIpW3: Chord Snadrg(in od Starthe Endhh TC 17 13.00 14.37 Apply purlins 10 any chords above or bekrw fillors at 24"OC unless sh.otherwis.above. IwraMabM Hangers l Ties `pM H. ��4, 0)Hanger Support Required,by Who \yP�G� ••SF •/�4, Wind Wind loads based on MWFRS wit additional CSCO 08 1 # memberdesign. _ Right end vertical not exposes,to wins,pressure. * i Additional Notes Refer to General Notes for additional inrormation '. N� coA st ONAt�k• 1 111/14/2019 "WARNINGS READ AND DRAWING LO ALL CONTRA TORSIN THIS DRAWIlINCLUDING -IMPORTANT-- info IISihonRAWING TO9ALLCONTRACT urge Refer INGTHE owINSTALLERS e p Componess Eatery latonnatiogb TPI a'�'S(PCA)rSi ase'�e�ry piatlilarespnornlope Lounge gethese functions InslallemsM13t�I pmvldestempdr3'n8 bmdng BCSI Unless nMed M1erwiaewp cM1ord shall I on properry atlachetl unictural she ri a and Dollo pbora BM1all M1av pm eryrl attachg9eaappeenn d ca ing� Locations sp n for rr umdent lateral reasra nt bf w bs shall hav br aiu lailedtper 8C51 aft *ns B3,sic/ or�1gy asappii. a Appry let b adl�Weobussandhun ion {I own asoveandonit .ec t4Details, less notedotherwise. Refer d' ALPINE gra yoga 16OA-Z ler ssanaard peate positions. AI 'n tllviaion of ITW Bp'Id ny ponenis Grou Inc shall opt be resyo s le for,ant eviatiop from INs awing a, lore M build the `Imp sell Lpnlr arlCe wird HN�I/I IC1 of Mr M1ar�tllirpp�shippin , Slgelalign an braangD VussesA Ion[ tlr3wy cover gage 9750 Farvm Drive IIe3 .n1jr, In mmtry tante 1 ie Io ng naihigty aul.I i rtp¢deh' n hoWn. The SLlpmll suiPo 305 isI u of inia �iawing for arty s�ucwre is Bre responslbiirry of Nen�WidiRg Deslgder peyANo51?PI ty Farnwreinrumedm zee Ws' e erel odes eM theseweE ends'. PLFINE'.wmval 'n r ,eetx.wrvi cwn iLG xxw.muaka Driven FL,32821 BEGIN:]33]33/ TIM /HIPM Ply: 1 Job Number: 15131" CUA'.RR9353JRef 1WHOB353WI5 FROM:I(PB Ory: 1 (HERITAGE HOME6)32010TH ST. PwNo'. Oil19.15o6.34W) Tmsx LeMl: A15 / ME 01/112019 is T s s e r 13L T TI e T vsxaery xau .w nssgrejrel atm —j F 1rntT uvs+ ariz 1 ,in Loedlrg Crftems(PC Wintl CrBarla Snova Cr da(Poplin Pon DeNCS1 CMada •Maximum Reacnons(lbs) TCLL: 2000. Wind SILL ASCE RID Pg:NA Ct NA CAT NA PP Demotion in Ix LAMM IM G..ty NonGrayay TCOL: 7.00 Speed 130 mph Pf.NA Ce:NA VERT(U-): 0.024 D 999 240 Lac R. /R- I Rh I Rw IU I RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.044 D 999 180 B SM, /- /- 1458 /185 225 BCDL 10.00 Risk Category:11 S.Duration:NA HORZ(LL)'.-0.0o6F - - G 542 I- I- /325 212 b Des LLL 37.00 EXP:D X2D NA HORZ(TL):0.011 F - Wind re twons based or MWFRS NCBCLL 10.00 Mean Height 15.00 it Code I Mlsc Crnerla Creep Factor.2.0 B Brg Widm=5 5 Min Req=1.5 TCDL'.40 psf Bldg Code, FBC 201)RES Max TC CSI: 0.38] G Bid Width=- Min Ron=- Soffit 200 BCDL.5.0 psf g Bearing B Is a rigitl surface. Loed Duration.1.25 MWFRS Parallel DIA'.Wool TPI Sht: 2014 Max BC CSI: 0.328 Members not listed M1ave forces fess man 3]5A Swung.24.0" CBC Dist a'.3 00 ft Rep Fara:Yes Max Web CSI: 0.367 Maximum Top ted haurd Forcee Per Ply gb.) U. froGi 01l8 nM in 9.008 FT#3T Typal Choose Chortle Tens.Comp. Chum. Ten.. Comp. GCpi'. : 19 Plate Tyfm(s): Wind Duref'on:1.33 WAVE VIEW Ver 9.02.028.0123.11 B-C 1]0 -05] D-E 307 -J20 Lumber C-D 109 -699 Top tooth 2x4 GP#271 24 SP#2 BORATE-TRTD: Maximum BM Chad Forces Per Ply(Ibs) But durd 2,6 SP#2 Chards Tens.COmp. Chords Tens. Comp. Webs 2,4 SP#3 Plate Shift Table B-J 565 -348 J-I 590 -915 JT Plate Chord JT Plate Chord Maximum Web Fomes Par Ply(Ib) No Size Shin Bite No Sea Shift Site Webs Tens Comp Webs Tena. Comp. (16) W4X6 S 375 Purtlns I-E 5132 -28R E-H 295 -411 In lieu of structural panels or rigid ceiling use purlins to laterally Brace chords as hlll Chord Spacirg(In oc) Startho End(n) TC 41 11.00 14.37 Apply Wine to any chorda above or below fillers dn#n.. at 24"OC unless Muffin otherwise above. Ll a1Hq Hangars lTias QPM •: (J)Hanger Support Required,by others ��F`{•jE S� %�1�4 ! Y Wind i Tloads sc.tl onMWFRS with atltliUorwl CBC eltudesignQ, 8 i # Right end vertical not exposed to wind pressure. Additional NotesA�a T 0 Q # Refer to General Notes for additional lMormation .p /( �•�tif COA ONAL ovt4n019 ^WARNING^ READ AND FOLLOWALL NOTES ON THIS DRAWING' 'IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmases require extreme care in hbdcetirg,barklinp shipping,i telling and brawn Rehr to and lolbw the Il U not BCSI Builtling COmponeot Safety Information,bTPI m�qq SBCA)roi saRtl Macllces poor to perb�ii'Ing imese NncOons Inata�lers a slpprowtle to Wra arac'ng per BCSI Unless notetl o e'wi5e to mom shall have properly adechetl stmctural sbealryingg d Don hord @M1ell M1ave a propoer tlacM1epr tl linppLocag ws sp oro o� anent lateral restre'nt pf webs shall M1av er cin sWRetluperoBCgSl sections @3,B) or tli Ss agPllca aAPMYo t¢ h eactl�a rfimas antl posliron as mown above and on�1 .�o t4DNa'Is, mess noted otnerw'se. Refer to ALPINE tlraw'ngs t60A-Z for sW ntlaN plate positions. AIp"n tlivision of ITW BUIIaI LLC mpoon¢n Grey Inc.sha11 not be res ons ble br arty deviation Irom This tlrawin y failure h buiM the . a IfJSB pant al^ce i^Vf FN51/IPI1 brM1 al'rl s!'ipn , n3 lhti,p and Drac'n bf VussesA seal Onihistlr�Wirl Or esua 8]50 ForvmDrWe Zing�R 8 dma� Ycanoe i mR'a3sPomaP ng ren aabili�v soler h 1ry¢de3� m naw^,. `TR:' it$nnitr s�;te 3Ds antl se of in'."Iman for airy sw ral I ire reaponaibilrry itlre�uiltllRg Oealgder peYANrSIRPl1 s$a.z. E«m«einr«meem seelNa 6'e .nenlnwe N1n...w.n aims: nLRNE: wow nela.cwn',TH. wxx seen:w«x «rticc'. vw.v ware.ore Clonal FIL 32821 SEON:]33]36/ it / HI%A %y: 1 Job Number: 65131&1 GWd:RR9353JRek 1NMW O935315 FROM:SPO Ory: 1 (HERITAGE HOMES 02010TH 5T. DrvMo: 0il 191501 Tmse Main A16 / BAF 01/114019 9 a 41FN�S4 y14.' ys'li 2" a F 3]Y3 ] TII X2xF TI 12 ep D in 1T1 to B .h •3u1621 e2iu =3iu Merin Xl Ylal �Ren j 1'Vt BT11 'I' 1-1'11'11T I'I Ve+ 1 u Lording Ordeda 1pa) Wind!Creole Snow Cr11er1a og Pbn Em, Defl/CSI Crbeda ♦Maximum ResctlonB(IIM) TCLL 20.00 Wntl Std ASCE 740 Pg:NA CL NA CAT.NA PP De0eabon in lac Udell Lly Gmviry Non-Gmvdy TCDL 700SPzW1130 mph Of:NA Ce:NA VERT(LLF 001) ON 240 Lao OF IR- /Rh 1Rw /U IRL BCLL: 000 Enclosure.Closed to NA Ca:NA VERT(CL):0OJ ON 180 B 667 /- /- 1462 /199 1190 Bi 1000 RISk Category:11 Snow Doratlon:NA HORZ(LL). 0.011 C - - G 542 /- /- 299 200 I. ON LC-]]F06 UP-D NN:NA - HORZCl 0.019 C - - Wind reaction based on MATES Mean Height.15.00 R Code I me.CdMdO Cree Factor:2.0 B Bo With=5.5 Min Req= 1.5 NLBLLL:10.00 TCDL40 f p pe G Brg WiMM1=- Min Req=- Lead 2 n: MF 5.0 sf BMg ld f2 4 201]REB Max TC CSI: 0.505 Load Duration'1.25 P Bearing B is a Igi0 sudece. MFRS POmIIN Oi6V N2 b h TPI SM'.2014 Max BC CSL 0.291 Members rwl listed(lave forces km than 3]58 Spacing 2/.0" C8C Dist a:3.00 ft Rep Fac:Yea Max Wish CSI:0472 Maximum Tap Chord Fomes Per Pty(ibs) Loc from endwall:not in SOD it FTIRT,20QOy5a) Chords Tena Comp. Chords Tens. Comp. GCpi:016 Plate Type(.(. Wind Omatic,1.33 WAVE VIEWVer'.1702D2B.0123.11 B-C 252 -734 D-E 178 -468 Lumber Top chord 2x4 SP 92 Tl 2x8 BE e2 BORATE-TRTD: Maximum Bot Chord Fomes Per Ply(1bs) BadcWi 2x8 SP 02 Webs Chord. TuR.Comp. Chords Tens. Camp. 2.4 x6 2xM3 Plate Shift Table B-J 554 -382 J-1 572 -381 JT Plate Cham JT Plate ChoM Maximum Web Fortes Per Ply(lbs) No Size Shift Bite No Size Shift Bile Webs Tena Comp. (161 Wi 5 3.50 Purlins E-H 282 -495 In lieu of structural panels or Fort selling use purlins to laterally brace chords as follows: Chord Spachighn an) Staddo Eni TC 65 9.00 1437 Apply purins to any chords above or below fi11e a IW at 24"OC unless shown otherwise above u eµ`ao as Hangem/Ties � 1'` ll-- •1>� x' (J)Hangar Supped Required by Mem ��VP�y�••SF /0 O. Wntl Wind loads based on MWFRS with additional CBC O. 8 - memberdesign. i Right end ver iral not exposed to wind pressure. AddlUonal Nobs � . Q Refer to General Notes for Radial information �XX �� , Pj�4(a 1 e COAF-IK s ONAIL 01/14/2019 -WARNING" READ AND FOLLOWALL NOTES ON THIS DRAWING(. ^IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesre Mremewmintabncming,ppa00Is 0shg g in.tallin9andbmdng. Refer band follow,the latest editionofSCSI�[B (din Componend 9afery Information b TPI anB BBCAit sa2ry"pr'adices por to Sidelining these functions Installers shall ovidete Sora am"on per BCSI.Unless noted®r herwl e,top,chheo.shall have properly attached structural sheathing and bottom Nord shall hav pro a- hggpr d lin Locations shown"fo t lateral restraint 8fw eve inti hav a Un 3lalledup BCSgI settlors B3,�a/ or�1 %-29l � a"Ap"iy laces o no face a truss and position as shown a"O d on ih �" t4Detalls, f ss noted otherxise. Refer to ALPINE 90'620A Z fgr standard plate positions. , Int,a division of ITWB �IIrtl1 CComponentsG�apIn hall not be resos le for an eviatio hem this moi a, oifure to DWId the µ fin conformance with kNSti/�P11,or for hapOIIIf soli pin , syilali8in an bmang yO trusseal}a Ion his dr"3e oveape 6750 Fwum Orae m. gistln tiperawin In l es Otte lance Oe0rN i"onal sIb'li sole i n Oowa1. "one I��Illry Suite 30s a @ae I rats Craw�ngafer.nv aP.atwmla lR ponalbiiliy�ot me"�ulidiKy°oeeiglXe pe7Ar$§�4""ISI$C.ve. eaewLLha'. ALPINE'. wex Sml mvx mJ. xnn male.w Orman FL 32821 SI ON:i I TIN 11HRPMPly: 1 Jan Nmassx 851318.4 CUY'.RR9353 JRat:VW1093530015 FROM:KAB ON: 1 IHERNAGEHOMES.2010TH ST. DrwNo: 011.19.1505.33134 Tmsa Label: A1T / FIE 01/11MIG, e 1'8"15 m n t;o R't] G 51r 5T8 W1 4 ap 13 a E T n T ap Ial A e P Kr e 1 =3xa1e21 1112L nYiglpl 14XuLGpisl us" 1'1P4 5' TR'IR —1'flY1—� 1'1P< G'1P0 1aa' Watling Crfterla WO Wind Criteria Snow Crisma EiN n PSF) OMIMI Caere ♦Maximum Reatone fibs) TCLL: 2000 Wmd SW: ASCE]-10 Pg:NA Ct NA CAT'.NO PP De0ecton In loc Well 1M Gravity NooGuni TCDL Top Speetl: 130 mph Pf:NA Ce:NA VERT(LLL 0.051 H 999 240 Loa R+ /R- I Rh 1R. IU I RL BOLL: 0.0 Enclosure:Closed Lu:NA Ca:NA VERT(CL)'. 0098 H 999180 B 1218 /- I- A 971 A BCDL: 1000 Risk Category:11 Snow DumBon:NA HORZ(LL):40.024 C - F 1360 /- I- /- 1513 A Des Ld'. 37,W EXP.D out.NA HORZQL):0 049 C - - Wind reactions based on MWFRS NCBCLL.100) Mean Height 15.00 It code l Misc Chinni Creep Factor 2.0 B Brg Width=65 Min Req= 15 TCDL:4.0 pat surface.TPI SWBM Cade: FBC 201]RES Max TC CSI: 0.845 Soffit 200 BCDF BR,Width=- Min Ran=- LL 5.0 of '. 2014 Max BC CSI: 0 891 Bearing B is a rigitl Latl Duration:115 MWFRS Parallel Dist'0 W h2 . Members not listed haw faces less than 3]5M Spring:24.0 CBC Dist a:3.NR Rep Fac:Vanes by LO Case Max Web CSI' 089] Maximum Top Chord Fomes Per Ply jibs) Loc."in en tinall.not n 9.0011 FTIRT:20(OVH2) Chortle Tens Comp, Chords Tens. Cori 10.10 Plate Typ(3): _ Wind Duration 1.33 WAVE VIEW Ver'.17.02.02B.0123 11 B-C 848-174 C-D we -1yW Lumber Puffins - Top chord 2x8 SP M2 BORATE-TRTD T2 2x4 SP M2: In hi of structural panels or rigid ceiling use purlins Maximum Bot Chord Fomes Per Pty(Ill :T32x8 SP M2W laterally brace clads as li: Chords Tens.Comp- Chorda Tena. Comp. But chord 2x6 SP M2 Chord Spacinghn oc) SIaQfl) End(ft) B-1 14,411 -522 H-G 1428 -514 Webs 2x4 SP M3 TC 75 700 14.37 I-H 1455 -517 Apply purlins to any chords above or below fillers Bracing at 24"OC unless shown mhewdse above. (a)Continuous lateral restraint equally spaced on Maximum Web Fomes Par Ply(Ii member Or tx4'T'remfaroement.80%length of Wind Webs Tens Comp. Webs Time Comp. webmember.Same Items B SRB grade or better. Wind loads and reactions based on MWFRS. H-D 743 -63 D-G SO -1606 attached wim 80 Box or Gun(0.113 W V',min)nails Night end vertical not exposed to wind pressure. 5"no Special Wads Additional Notes --(Lumber Our Fra,=115/Plane DurFac=1.25) Refer to General Notes for additional Information TC:From 50 pit at -1 97 to 55 pit at 700 TC:From 28 pit at ].00to 28 pit at 14,3] �yLpnnmrMrpUw11& SC'.From 4plt at -197to 4pit at 000 FaS�M H BC'.From 20 pat 0.00 to 20 pit at 7.03 �I':•.•... •1 BC'.From 10pgat ].03 to 10 pat 14.50 jF J'f•' E ��/'11�i£ BC:From 54 pat 14 37 54 pat 14.50 3 �.• �G •S� • `' TC 373 ib Conc.Load al 7.03 TC'. 13411,Com, Loadat 9,06,11,06,13,06 BC'. 4641b Cmc.Load at ].03 O, 08 SIC 14316Com, Ladat 9.06,11.08,13i.06 i e Plate Shift Table JT Plate Chord JT Plate Chia No Sze Shift ite BNo Size Shift Bite �q g 1191 MiS 215 [16] VMX6 s 4.00 9Q6 � f,\F�g- Hangers l Ties •\G .4� ` (J)Hanger Suppe Required,by others LOA S ONAI�,ue`- 01/142019 •'WARNING" READ AND FOLLOWALL NOTES ON THIS DRAWING "IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re xtreme are in IabdaN hentllin shiup ng Installing antl Dracln Re' to no fpllav the latest ad of BCSI Builtling Compmen�5afery mmrmaum,bTPl acn�sacA)f�i salery' piactices prmr to pertor�n' gmeae�u0diona Inatan¢rs snail.nonose to poary _ bracing�C BCSI.Unless ngtetl o erwise,to Chow sM1all h e propny anametl strydural ahas'M1In d bonom phortl s all haw a proOefly as ch ri tl linp� LOLab0035p0wnf0o rmdpentl8teraI rQeValn(bt webs alfa bav¢b2Gn n3@., Qct BC53 Ona B3,8] 01 B1V esappliae�e rAppiy testes in aach to f°tpemssantlposnion asshownaboveandontne Jom�aeu"�Is, .rng le€oinerw�se. Referto' ALPINE aawmgs t50A for s�ndaN plate psnion3. AI inehatl acto�ITw B �I1tlIn COmpn 1 G up In hall not be res on 'tele f¢r an eviatior�Gom this mai a, oi'ure�Dwltl the µ cops n{ eh kN5l�Pl 1,or�� m2 s�i PIg , stallali8,n and braang yO IruSsesP on dr�' iX pa g]50 Famm DMe isBtiR this ri.win0 ur icaes �ccaYYbnce pa� re s2eslo6n ngin .her ility bry hof 1h tles�'pn slioxn. Tile sui�bilily 6une 305 and �Sa of N.S Biiswng SOr any is Outo le t4l paibi�Irry ,dr. .isit, ,Ound, ,peYANSIlf�11 32s.2. Folmwalnlamnion see NU Ns ALP.F wwx.el In veru:TPI_ v;aaCa:ww OnanEO FL.32g21 SEDNa339]2/ 199 / HIPS Ply'. 1 -Job Number 851318N Gust:RR9353 Met iW1O9353i FROM.KAR Ory: t (HERITAGE HOMEs)ffi010THST. DmNo: 01118150833539 - Truss Label: A18 / BAF 01/11no19 cfs anf, f Xane xe us 's A 1 Ta .xa Ta i 111 O N L K O .sK 1 a [:; vu azo sixv� alts Ilw r ffvTx 2 ff H ,m N zfr,z z r � Loading Cxlaka(pan Wntl Crbalm SnM CkMNa(P9.Pin PSF) DmFCSI CNtm1 •Maximum Renegooa(Iba) TOLL 2000. Wntl SM'. ASCE7-10 Pg:NA CI:NA CAT'. PP DeBeciou In bel/aell l/ll Gravis, Non-Gravtty TCDL'. 7.00 Speed'. 130 mph P(NA Ce:NA VERT(LL): 0.052 N 999 240 Loc R+ I R- I Rh /R. IU /RL BCLL 0 00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.095 N 999 180 B 982 A I- /581 On 1230 BCDL. 10.00 Risk Category:II Snow Duration:Ni HORZ(LL): 0.022 K - - 0 982 A I- /591 1123 I- Des Ltl: 37.00 EXP'D Kzl.NA HOR2(R): 0.012 H - - Wind react..bped on MWFRS NCBCLL'.10.00 Mean Height 15 00 ft Cake I Make CrxaHe Creep Facto[2.0 B Brg WINh=5.5 Min Req= 1.5 TCDL:50 per 0 B WkIih=5.5 Ming 1.5 LSkillsoad 200 MWF S.Para BMg td 2 FK 2017 RES Max TC CSI: 0300 fV , Swing: Dg:24.01.25 MWF RS Parallel Dist,h2 to In TPI Fin Yes Max BC Web 0408 Member B8 liare aWaifeudace. Spacing:24.0" CBC Dist a'.3 00 fl Rep Fac Yes Max Web CSI' 0.211 Maximo not lifted have forces lett than 3]511 Lac.from enrwall.fwt er 9.0011 FTART.20(0N5(2I CWrx um Top CompClub, FoChoreas Per Pry s, C GCpi:0.19 Pleb Trade). DMrtls Tens.Comp. CM1orka Tens. Comp. Wind Duration:183 WAVE VIEWVe,1].02.02B.0123.11 B-C 500-1293 F-G 479 -988 Lumbar C-D 500-121] G-H 511 -1217 D-E an -988 H-1 SK) -1293 Top chord 2x4 SP T1,T52x8 SP g2 E-F ads -821 BORATE-TRTD: Bat broad 2x8 SP 92 Webs 2x4 SP g3 Maximum But Chord Fortes Per Ply line) Cirome Tens Comp Chortle Tens, Comp. Purlins B-P 1031 -3(13 M-L idea -323 In lieu of structural panels or rgitl ceiling use burins P-0 1042 -308 L-K 1062 -322 to lalemlly dace chords as folloves Chord Sparm in ac) Smd(fl) Front) O-N 1013 -9[x K-I tIX11 -321 TO 12 1100 1200. N-M B20 -178 Apply purlins to any bltoads above or Move fillers at 24"OC unless shown othervese above. Wntl Wind bads tesstl on MWFRS wird additional C&C xand M a90 member design. �pM H. lee" Additional Notes E [ • Rarer to General Notes for additionalinrortna0on ��l JC! •�l' Y i 5{ S Soo T .Q � COA ONAI� G'e' 01/142019 "WARNING' READ AND FOLLOWALL NOTES ON THIS DRAWINGI ^IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme we in fabricating hanalin ship, g I talllng and braan Refer to and fpllovi tee latest aaIli n of SCSI(BuilOing Component safety Information,b TPI anSBCA)�i sa a lr8iatlices prior to pedo�ming mase funghons Inslallery ahalI brovide tempora braan��P BCSI Unless notes o�M1erxise, rmM1ord scall M1 e pro erly aflame s r rural sheathing d bofom hoad shall M1a pro y a ec r Itl Bing. aa5ons sho n for anent lateral repstr�int of wets sRal��iave braelr lied iii BC I sectors B3,Bio 10 atlrolpp7ica111116A, matestoeaahltaw_o truss and postlion as sM1ownabove and on me JohnLp"mhls. utlless noted otherwise. Re{erm' ALPINE Z�dreoa tlaad plate positions. AI seen tli n of�ITW B I n Compon Gr 4 In sh^II nor be res on "bre for.any tleviation from this d failure to build ire �r,P niran mk�1�P11,brf"rceh BhrP sfii smdab8n ana bean yuan sA sal on iM1'�s ar�rl`rY or saw x]59 Fwefr Dn.e i nn in a � maleate sobaptanee oaf" reb�reeaaPBna�' toe fn aPPna4e4�ity F.p lar the sash ngww°1. tRa S°6aNy era �se of mix"�2wmg fo.any aVualuraL�lr ponahbiFiry ittr{r.�miame Dsigdar pa(ANSIrtPIts�c.l. randa5 For mor.�mwmauor...mieer .a Mme aLPme.xwv om:TFr..w., r ',seen'. ...oemra�eh mm',hcc:.... Cnanao FL,32821 a • FROM133685/ TW / HIPS Fly; 1 Jab Number, 6MESO Qu31: Oil FROM:KAB pry; 1 (HERITAGE HOMES)3PO 10TH$T Om'No: 011.19.1506 33001 a Twe Lebrl: A18 / BPF 0111112018 Y2 1L"1 3 i9' 9 1P 1. 21319 I zee 4r 4e x99 I'm .a a E F F12 T as e a4xe P 111 n e o rs 'L a �1a1re airlines 1.2A s.4 =]%9 1u214 .3XQSch 1 "1-, I r11 rr129 4'1x4 + nre H rvav 1'a41x4 13'1x9 21'1'6, D' 11�H Laatling CHlatls but, Wind Criteria slaw Crilarla trip Fir in Pad) Geri Critede ♦Maximum Rsections OM) TCLL. 20.00 Wine SM'. ASCE]-10 Pg:NA Ct NA CAT,NA PP Deflection in loc Udell Id Gravity Non-Grevily TCDL: 7,00 Speed 130 mph Ii Ce:NA VERT(LL): 0.054 L BBB 240 Lot R+ I R- I Rh IR. /U I RL BCLL: 0.0 Endosule:Closetl Lu:NA Cs:NA VERT(CQ 0.100 L 999 180 B 982 I- I- 1593 928 1199 BCDL: 10.00 Risk Category:11 Snow Durmon:NA HORZ(LL): 0028H - - O 982 I- 1- /593 926 (- Des Le'. 3].00 UPD K'NA HORZ(TL):0.054 H - - Wine reactions based on MWFRS Milan Height 15001 NCBLLL 10. 0 TCDL' 0e Cotle/Misc Grolier Creep Factor 2.0 B Br0.WidMMin Next 15 so ( 200 P BCDL:5.0 if BIe9Code: FBCM17RES Mex TCCSI: 0.613 0 Bfg Witltli Min Reg= 1S Bearings DumWn:125 MWFRS Parallel Dist:N2 to h TPI SN: 2014 Max BC C51: 0.414 Bearings B B Ore a rigid surface aahave forces less man 3]50 Spacing 24 0" CSC Dist a:3.00 it Rep Fac Yes Max Web CSI: 0.105 rMm not listed Loc.from Enthrall not In 9,00 fl FTIRT:2D(Op5(2) Maximum Top Chord Fomes Pat Py(IM) GC,x 0.1a Plate Typists): Chords Tens Comp. Chords Tens, Comp. Wind DuMitn.1.33 WAVE VIEWVer:1702026,0123.11 B-C 5]4-1308 F-G 518 -10)] Lumber C-D 5])-1235 G-H 9 -435 0-E 521-1[63 H-1 5]8 -1300 Top cM1oN 2x4 SP e2:Tl,T52x5 SP 02 E-F 518 -924 BORATE-TRTD: BIN cM1oN 2x8 SP k2 Webs 2x4 SP 93 Maximum Bot Chord Fortes Per Ply(Ibs) Chorda Tens Comp_ Chords Tens. Comp. Purlins In lieu of structural panels or rigid calling use pudlns N_NM 105/1018 -358 L-K 105) -38] to lateralry brace chords as f011cam -369 K-I 1018 -361 Chord Spaunghroc) Stad(fl) End(fl) M-L B21 -245 TC 60 900 1400 Apply pu"Ins to airy tbords above or below fillers at 24"OC unless shown otimmin a above. Wind Wind loads based on MWFRS win additional CSC memMrdesign, IMNW414 Additional Notes r...... .. Refer to General Notes for additional infofmabon ;(2•� •S� •,`. o. 08 * � e s �9o�F at con 8 ONALEN 01/14/20)9 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmsses re xtreme cereln fa adn h lin ,sM1i ping) tall'mg ane bradng. ReferN Mfgllow 1heleest ealti nINBCSI(Building Com yonan�5zfey lnformadon,ppvv rl ana's�" )�r �N praalices pnaorn pertorming neseauncllone Ial�em ahelPpmmee temp"ra brawn Qr BCS( Unless holed 0th top chore shall M1ave proaCpp 1y aacM1ed sbuclural sM1eanm a boVom cM1ortl eM1all M1ave a proppryii y dnacn$g8 0 lin LMdtI0n3311iif/NO fO! md0e IldWtdl lQ�55lai0t 8(W ba Shrill M1dV Q! 4n Qs�aIIQdt fBCSOI SeCGOn3 B3,B) 0 610 s a�pRT i "dpgPy pinWsneacll race Ofcebuss aha pes111on sown soave and on l� �O Malls, �g tee onelwlae. Re{er N' Era gsi60A-21 5W tldNplaleposition3. ALPINE Alpine,a chi of ITW B ompon nts G 4 In shall not be reppons le for any eviatio from this lllawi a loilure too bu id the Site In conformance wan� ll� 11,or� IIan�1 lP�sfiiipin W Marion aha bracingitrusses� I onto die' ar W$e 6]50 Fomm Drive m. airtb pais llrawin nrl rates ac�eptame Uf Yin ss on �gn ¢d 0701M.8 oleiV fpitllg tles�'yn aM1ox�n. TM1e su' biliry d $ of his �awing oranyaWcture W rite respond loime�9CefiR9rpeYAN$1?P115ec.2. Sui 305 fo,morc imo,mzian w.We e'a .xalna.e .ne mew w.e vbe: i MINE: wxr ar BSCA:w Wnaus m',icc:w+ xcxxb. Odando FL,32821 a 9EGNr]3362511221 V42 MY: 1 JaE Numaec 851]IBA Cu 51R R9353 JRN:IWHO91530015 FROM:KAB air. 4 (HERITAGE HOMES P2010TH ST. Orvdb'. 011 IKA506.3191H Trans Label: F5 I RAF 01/11=19 4'10' 8'1 G. 4'10" 2' (TYP) as=2X4 -3X4 —_3X4 —p a3X4 a T � 111 1112X4N aa3X4 =3X41112%4 1112R4 3X4 as SEDN:]33528/ T19 I SY42 %y l JOE Number: 851318A CU A:RR9353JRe1: 1NM08J53W15 FROM:MR Ory: 2 (HERITAGE HOME3132010TH ST. =o: 011.19.1508.32088 Tmaa Lahel: F6 / BAF Watk019 2'10^ 4'10^8 r10^B8 2 s•10• 3F e� r1 �^1.11^8re^--{ (TYP) =8X4 111a,17 IM X4 =30(4 =3X4 =3X4 A B C D E F T M K H G =3X4 3%41112X4 Itl2%0=3X4 =3%4 1112X0 9'8^8—� LmllgCMerla got What Criteria S—CMarls(Poi in ran Dai COWa A Maximum Reactions(IN) TOLL: 40.00 Wind She NA Pg:NA Cb NA CAT'.NA PP DMepdop m se,UtlM LM Gravity Nor-Gravity TOOL: 10.00 Speed-. NA mph PF NA Ce:NA VERT(LL): 0.087 D 999 360 Loc R+ I R- itch /R. 11.1 I RL BOLL: 0.00 Enclosure:NA Lu'.NA Cs:NA VERT(CL). 0.103 D 999 240 M 534 I- u A I- I- BOOL. 503 Category:NA Snow Decade :NA HOU LL)'.-0.023 F - - G 534 I- u A I- G Des L1 5500 EXP.NAKit NA HORZQL)'. 0.035 F - M Brg WldM=iS Min R,= ,S NCBCLL:1900 Mean Height.NA It Code lMiec Criteria Creep Factor 2o G Brg =-WldmMin Rep=- TCDL:NA Paf Bearing M Is a h i0 surface. SOMI Bloater: BCFRS Parallel TPI Coee: 4 ZOt]ftE5 Mex TCCSI: 0.831 Members not listed have forces less than 37W Lead Duration:1.00 MWFR$Parallel Dist.NA TPI SM'. Yes Max BC CSI: 0.742 Maximum Top CM1OM Forces Per Ply(IN) Spacing.24.0" CBCriame NA ft Rep Fac Yee Max Web CSI: 0.228 Chords Tens.Comp. Chools Tena. Comp. 1:NA m endwell:NA Phase Ty2(0)l5(2) I:NA GCpi:NA Porte Type(s): B-C 0 -393 0-E 0 -SBI Wind Duration:NA WAVE VIEW Ver:1]0202B.0123.11 C-0 0 -575 Lumber Top choM 4x2 SP s2 Maximum Bot Chi Fortes Per Pry(IN) BM chord 4x2 SP s2 Cables Tens.Comp. Chatls Tena Comp. Webs 4x2 SP IS L-K 589 0 J-1 580 0 HangenlTin K-J 5]5 0 I-H 522 0 (J)Hanger Support Repented,by omers Maximum Wen Fomes Per Pry(Ins) Additional Notes Wens TenaCnm, Webs Tens. Comp. Refer to General Notes for additlonal information M-B 0 -mal E-H 0 -453 DeBemon estimate assumes composite action with B-L 481 0 H-F 482 0 single laver of the appropriate span ruled glue-naiktl L-C 0 -499 F-G 0 .513 wood Masi Truss must W installed as shown worn top chord up. ""fillerltllsone, o. 08 1 of S T O Q COA Ai 01/14/2019 —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —MPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ompenen r exVeln care in fa r,.bq, antllinp am yy y ' telling and bracing Refer to and fellow the latest edition of BC51(Building Iggf¢ly into Pl drb BCA)10I 53feN blactices prior to performing these functions Installers shall provide temporary bracin pper FICSI,UnI¢ss npiM hewi3e(IODrmewnd¢Snal10,properly hacked structural shealM1inpanU botlom Ghdrd Shall have a poreRVy ahacin dcali Locations fo tJateral hand int of webs aha 11 have eraon slaueauper BCSl secLons e3 B] foto, as appeal a Apry lab slo achiam otmss and position as shown above antl onN Joint4Details, less noted otherwise. Before, ALPINE drawings 16DA-Zfor a�andeaN pgate positions Alpingadivisionof lTW BpI �n ompon¢�bs Group lite shall npi be responsible rotanyoeeviatron from l�isarawinaany failure to guile lite µ 1ru5s in�gnfomlance ZIn Hi 5"l� i,or for nanahn9� nippmq, tallabon dna branny fwssesA al on ims ardwiM1p or cover ppge 8]50Fomm Drive w Ilebn VriS,geyumw1 �Inyy^caaiieaaeccemmaanc¢ 1 roT¢gsionaf ¢ngg' ¢¢nn responslblllttvv'pl¢I �r 111r¢¢ ai n M1ov)n. Tire sulUblllty Suite 305 tl �ae ,gum wi gfo ny airuclvregs� ponsminty of the�oltling Oenigtle peYAI�SfRPQe13Ec.33. ae mneww ales a vwE w.w n;SBW. ww mpGG rmwoc Orlando FL.32621 SEQN;]33634I T3 I FLAT Ply: 2 ba Number: 65131M CUM RR9353JRN 1WH093530315 FROM:HAB illy: 1 (HERITAGE HOMES)32010TH 3T. DrwNo: 01119.1506.33383 Truce Label FT82 PLY / BAR, 01111/1019 2 Complete Tmues Required 5" 3'4"2 6'412 9'S"B 12'2"12 121'6" 5" 2'10'10 + 3'tl'104 =3X4[3) =3X4 =3X4 BERN:Meana T41 SV42 My: 1 Job Number: 65131 BA C.a'P-01-j JiR 1WH09353W15 FROM:KAB Ory'. I (HERITAGE HOMES)3201a1H ST, Dryli 01119.1506.326W Tinsel F7 / BAF 01/1112019 11'3• !r' 2 1194 p IM 196'5 1-1'4" (IYM -3X4 = X4 AB JK ININ 110'1'2 N =3X4 =3%1 i 173" Loading Orlibi N+0 Wind CRterle Sm" Grand.ELIM in PSF) Dai CftNO ♦Maximum Reactions(IM),or'•PLF TCLL 400 WI .0M SW: NA Pg:NA CL NA CAT:NA PP Dedectim In Im t/dM UP Gravity Nor Gravity TCDL: 10.00 Speed: NA mDh PL NA Ce:NA VERT(LL): 0.000 C BBB 360 Lm R+ 11i /Rh I Rw /U I RL BCLL'. Dm EnUosure:NA Lu:NA C. NA VERT(Cq: 0.000 C 900 240 C 110 /- /- I- I- A SCOL: 500 Category'.NA Show Duration.NA HORZ(LL): 0000J - L Srg WdIM1=135 Min Reg=- EXP:NAKrt NA Des L0: 5500 HOR2(R):0.000 J - BeannO V is a lgitl wRece. ight NCBCLL'10.m Mean Axa,t NA fl CMB I MMc Cri Ma Creep Factor:2 0 Members nm protect have fomes less than 375# TCDL NNA pBldgCode. 112017 RES Max TC CSI: 0.079 MFRS Soffit 000 NIA Pat TPI SW: 2014 Max BC CSI'. 0020 Lose Duration l.00 MFRS PaMIeI Dist:NA Bpaci1q:24.0" Loc fro ter:NA ft Rep ForT20ROnl Max WeD CSI'. 0033 Loc.from endwall'.NA FfdeT:20(o)). I'.NA GCpo NA Plate Type(a): Wind Ouratbn,'.NA WAVE VIEW Ver 17.02.02B.o12311 Lumbar Top chord 4x2 SP 92 Bot chord 4x2 SP g2 Web44x2 SP d3 Bracing Sheathing b reguirM for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as nomd. Additional Notes Refer W General Notes for additional information glnnnbmpNw, Degention estimate assumes wnhp09te al with arms As single layer of the appmpnam span rated glue-railed H. wood F sheathing. �...... .. .. Truss must be installed as shown with top Mord up. \J;PJCE $ . % 3 � 0.708 1 COA NAL 0]/1412019 —WARNING' READ AND FOLLOWALL NOTES ON THIS DRAWINGI 'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tmscesre extreme rare In Imncean M1andlln shi ggg ktellinand bRarginrawn 7 Refer to nd follom w e latest etlltion of BCSI Building Componen�l5alfery Information b TPI and BBCAi for safe praGes prior to peing Weseunmlons Installers shall pr�videm porary _ Aran BCBI Unless noted oNetwise,top chortl shall hone pmpeny atiachetl eWmural sM1eaWlnp and boryrypplt00 rr,�hom ghaQh¢v! properly nach�r a Ihn oWbon;shown ror ermanant laleraireabalm of webs snau hay e ion n;lalkdup rBl:Jl seGlma 63,B10 91U as aRPllce�ceApPoY ti tes to each lace p�'vuss and posDlon as shown above ane on ifi �o Pdemus, f ss nosed omerwlse. Refer to' ALPINE NEtlrawings t60A-Z for s�antlaN plate positions. Alpine,a tlivision of INJ BuiltltllI CC pion is Gry 4V In sM1011 nq be re; o s yfo for any tlevia6o frpm tills a� foaure b'builtl me '., buss In mnbrmance apANSI/�PI 1,or�r holWlW snippin , 1allal18n anti breon nusss SScal on diOHwX r erppe b WW Fomm Drive :tntn Beloe c 'w01c0cn ,nae mote f m�eaalonao en n cion O s�b i sole ro M1e horn. The sQlMblll Sure 305 oll i�ti gb a ys�more is�11e responslblltry orm!�u�dfiRg�ec�gRe pe ANSIRPI19�c.3. Otando FL,32621 ewM citta'. PLPINE'.vwx.al m :gaG. wrvabtinWett wm',ICC'.vwx male. SEEN:)33&'1]1196 / FLAT Ry 2 JOE Numbx 65131820 CU N:RR9363 JRN: 1WHG9353W15 FROM:KPB Ory: 1 (HEP10 RAGE HOME61320TH 6T. Om'NO: 011.19.150832359 mmus Labal: F792 PLT / OPF 01/I1Q019 2 Complete Thomas Requiretl 6" 3Y"i4 6'60 99"10 12'5"12 1?�'9" 6 2'10'10 3'1"10 + 3't"2 F 2'10"? 34 AB613] B —3Xp19] =5X6 1113XFG T W2 110'1'2 NMF7 L K J M 1113X6 m5X616] -31 =3X4(1o] -5X81 179" 2'9"2 3'2% 3'1"2 31 3,• 3'0"6 e'2"12 9'3"14 Luaing Crietla(OM1 Wind Criteria I.Cr.did of In Par) Defil CrKarle •Maximum sesame(Ibs) TCLL: 40.00 Wind Sm: Hot Pg:NA CL M CAT,NA PP Deflection in Ix Udarfi L/8 Gravity NORG wfty TCDL1000 Speed. NA mph RNA Ce:NA VEftl 0082K 999 900 La R, IR- /Rh IRw IU )RL BCLL: 000 Enaosure:NA W:NA Cs:NA VERll 0113 K 999 240 N 4190 /- Al I- /- /- BCDL 5.00 Category'.NA Show Dominion:NA HORZ(LL): 0.018 A - - H 2939 I- l0 I- I- /- UP,Hall NA RZ 0.025A - N Bm Wialth=5.5 Min Req=2.1 Dei Ltl: 55.04) HO1TL) Mean Heigh:NAR CoaleIde, BC201 Cheap Fah. 20 H Brg WiOM=5.0 MirRel NCBCLL 10.00 P TCDL NA psi Bldg Cale: FBC 201]RES Max TC CSI: 0.314 Bearings N 81 are a rigid orm s le Load 0.00 MWL NA psf Members not Ilsdtl M1dVF forces less Nan 3759 Loatlng.240:100 MWF RS ParallelDol:NA TPI Std 2014 Max WeCSI: 0.611 Maximum Top Cho Forces Per Py gear Spaang'.240" CeC Dist in de fl Rep Fac:Varies by Lot Case Max Web CSI: O.T]0 Chords Tens.Co Count, Chords Teas. Comp. I N frauend NA N4 FTIRTg010N5(2) I:NA GCpi:NA Pod Type(s): B-C 0-3224 D 0 -2492 Wind Duration,NA WAVE VIEW Vec 1]02028.0123.H C-C, 0-3]55 Lumber Atlali6onal Notes Maximum Bot Chord Forces Per Ply(ea) Top cord 26 SP SS Dense Refer to General Notes for addNond information Chords Tens.Co Count, Chords Tens. Comp. Bot a l 26 SP BS Dense Truss must be installed as shown with top Moral up. Webs 2x4 SP a3 W22x4 SP SS Dense: L-K Sue 0 J-1 23)9 0 Nailnathe N-J 3T23 0 Nail Sa edule:0.131"x3",min.nails Maximum Web Forces Per Pty(Itis) TOO Chord:2 Roza@OOV'od.(Each Rav) Webs Tens Comp. Webs Tens. Comp, Bot CInM:i Raw ®11.25"O.C. Webs :1RpV ® 4"b.0 B-M 0 -20119 D-J 0 -1403 Use equal spacing between rows and stagger nails B-L W13 0 J-E One 0 in each row m all splitling L-C 0 -1245 E-I 0 -20136 (1)1/7 bods may be used far (2)0.131'k3",minnails on Either The Top w Baom Chords. Special Loads n`MaayE —(Lumber DucFaO=1.00/Pose Our Fred=100) H TC'.From 50 Off al 0.00 m 50 OKat 1275 J,PP..... • .. . BC From 5pi 000 to ginner 12.75 /1 TC:1222 D Conc.Lotlaat 1.31,3.31 \ • yC SF %y TC 642mConc.Loadat 5.31,]31,9.31,11.31 . BC'.1423 m Cone Loadad 4.33 p O 08 1 _ Pla[e SM1M Table 9 JT Plate Choral JT Pate Chord * No Sze SM1M Bid No Sue Shift See n 131 Vi 2.00 L 150 181 Vil 2.00 R 1.50 A l CJ T 0 •4} 191 Vi 225 R 125 1101 W3X4 1.75 R 125 $ .9 r:•.�(s w��a Purllna O�AC'••�......` •• 'G� ched The alt 24-od mass of ahuctural sheathing cow 8 ONALwE . 01/14/2019 ••WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ^IMPORTANP' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS momes re heme care mise sin b tllin MI insolLng anal brain . Redrto anOfgllPx he ladst etlition of lCS1(Building Innens safety'IMOrmaeon b fvan�'s�cA)�;sapn I§;aacea poor m v¢noPming these f Cions tinsmuers shall pr viae dmpoa grarfn Besl.unless hotel o�'nmwiae,mp¢hors¢hdI'i ri5ve pmogemryry na¢h@tl abvaa 1 saeatk"y d bon0m pplam snaYbava a vm�¢`�y IdcM1Lvl nuuYJ c Ilio L@Cabons sM1own for ermine t olPral reslralnl b( �e son nav nslaiittl tlC51 lions 113,O] or alto1,1116111., as aRPlicabl eAP rates to each lace oolruae ani posliron as shown aW tlon l�le Join�oedus, unge failure the ALPINE alrawm9s 16e6AZ tg�s�antlartl plad pONNons. AIim, a division of ITN By n1 Componpno Group IncC�shop hot be res ns'ble for anytlevia6onfromthis ala ala a, fol'ure to buiyld�tehe ,,. tNsa Wn dnce W6q� PrP lOr hd dllt �^I o^la td dtl�n and bmGng Ol truism fell 0n V11 Ef8' oV@9uKBE 8]50 FONm D11V¢ lu[IIn gM1isfeo In IrWlca es accepMlaanup �� Pe_ngin tln Mponsibillvsolelv1 hedes nsh n. r5'Ee ., Suite7M 305 an0 of this iftawing forany structures Is Our aponslbilny of Me�udding Deals, er pe IAIsS�FIR 1 S�a.2. Wanda 30FL.32821 Far —marnin—ala rows neunna a¢ i PUrlus'. . aero:TPI waw r ,SSCA:wn owndirol—,ICC wxx ruvle.a SEON:]34115/ T10 I MONO Py 2 Job Number 651310A Con RR9353J1ite11WH093530015 FROM:W1B Ory: I (HERITAGE HOMES)32010TH ST Dm'No: 0il I9.IW&330fl Trum Label: FT102 PLY / BAF 01,1112019 2 Complete Tmsaes Re4uimd 5" 2'9"tt 5'0"id ]'5"10 9'11"13 12-3' 5" 2TI! 2; 2'4"11 T6"3 A X1D x4810 =4XC6 SE ON,733848/ T1 / FLAT %y: 2 Job Number. 0131M Cud R119353J11eI 1Wtl093530015 FROM:HAB Ory. 1 (HERITAGE HOMES)32010TH6T Dri 011.19.15:6.33290 Tense Labral: FTI 12 PLY / BAF 01/11/2019 2 Complete Thursday Required -3X4 1112X4 T A 8 I 1 10`1"2 =3X4C 1112X4 4'S"8 •� 4'S"8 4'5"8 Loading CNteaa(m0 Wind Criteria Snout C111eNa(Fg%in Fiat OWN lCrlteda 4MeSlmum Reedlone(Ibs) TCLL 40.0) Wind Std: NA Pg:NA aNA CAT NA PPDeflandi in be L/defl LM Gravity Nm-Grevlty TCDL'. 10.00 Speed NAmph PI:NA Ce:NA VERT(I-Q: 0.000 B 999380 Loc R+ IR- IRh /Rw /U IRL BCLL'. 0.00 Endosure:NA L. NA C. NA VERT(CL): 0.001 B 999 240 D 762 A I- I- l- I- BCDL500 Categor,'.NA Snow Erosion'.NA HODU-L):-0.000B - - C 748 /- A I- l- I- EesLd 55.00 EXP_Wi NA HORZQy:OOOOB - - D Brg WWa=55 Min Rent IS Mean Heigh NA it Code/Mac Chrome Creef Fads:2.0 C Brg VVdlh=- Mln Req=- NCBCLL 10.00 TCDL'.NA psf Bearing D is a di surface. SoRd'. 0.00 BCDL'.NA paf BHg Code: FBC 201]RES Mu TC CBI: 0.119 Members not listed have rorces less than 3]Sg Lead Duration:1.0 MWFRS Pa illel Dist NA TPISM:2014 Mex BCCSI: 0.10 Spacing:24S - CSC Dist a:NA fl Rep Fac:Vedas by Ld Case Mae Web CSI: D.035 Lac.fromenOwall'NA 17IRT:20(0(IS(2) I:NA GCpi'.NA Plate Type(s): Wind Duration:NA WAVE VIEW Ven 1]02.028.0123.11 Lumber Top chord 2x6 SP SS Dense Bot chord 2x6 SP SS Dense Wets 2x4 SP g3 Nalmote Nail Schedule 0131"x3",min.nails Top Chord 1 Rmv @12.00"O.c. Bot Cham:1 Roa ]75 no Webs .1 Now ® 4"0c. Use equal spacing brandish.,and nagger nails In each row to avoid ending. (1)1/2'bons may W used for (2)0.131"x3".minnails on Either The Top or Bottom Chords. Special Leads did.m...(.�LpNaoa/ --(Lumber Our Fac=1 W I Plate DULFaL=1 00) \AN1 rT TC.Frm oWODlfat OU .00W 1]0plfat 8 ♦♦-......... BC:From 5 pit at 0.00 to 5 plf at 4.46 �'eE S••- �� BE, 3651b Conc.Load at 119,3.19 �.e Puains The TC of has truss shall be braced with alai 0. OS 1 spans at 24'acro lieu of sbudurruu ma thing. AddSWnal Notes q Refer to General Notes for adddional information 7�seF T O ` :ar TN33 mLst reinstated ds shi WIW(op clam up COA S QNA, 01/142019 ••WARNING^ READ AND FOLLOWALL NOTES ON THIS DRAWINGI -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tundras"' yrgj�extreme rare in ap cathp h lin ,ahi p� g Insalling and brach Reler io nd fallow the stents 11 not SCSI Builtling Compo anlg�lgN Information by Tl'l an0'S�CA)I�r sa�erynpr'adlces prior to pedo�iil glnese�u clans lnstalle Ill llpmvitle to po aryl bench b JI UnI¢Ss hath oMerwl3Q,WefCM1Om sM1dll have properly atlaCM1etl strudul3l ShealM1ln9 cod bollp {ryJ1oro shall IWVQ d F OpQ� Blaen$$yy�� 'W Celin LOLatI0n44hOWnf manQ tldlQ al rQ3t21nt o(webe,hdll have arson QrWIIQOe 9ChI 5edWOs 63,8] B1 apD�nl�e qq ppy Inter to each acerussa apo Ilion as shown above antl on the Jo �D falls, mess noted pleerw sa. Refer to ALPINE oga18oA ZB card plan pinto AIme ad s of lTW BvL,tlI ccom n 1G hallnthe res sI¢fora de - ( FurntM1edrdrown failure to bVld the I,s- n� a cew4 ANSII�PI Lor�or it tPl nLLsb- pm intallat�an�been yft sses ealanlll tlrmx Xu 6750 Forum Drive Ilan 1 �2win��IWq�cer. otance q��realreeaaeP ne� n nF do ponagib lNar sole��o the dear n shown�r eflle ,uaiiabdM Sen.305 cc e�ggl rec I r tl �ise o this g or anys endures ;VXdN11W'd ibis�uiltling Deslg er pe ANSIRP11 Sbc3. Far marei ruenomneae ruts rel r2N role¢ do ALPINE'.v— wen,To -dBCvi,. wnw.Wcnnuar mm lLG wxw oeab. Orsini FL,32821 6EON:]:M106/ T1M (MONO Fly: 2 Job Number: 05,3188 Cusl'.ftR9353 JRef: 1VUH09353CO15 FROM:K110 Gry: 1 (HERITAGE HOME3)32010TH ST. DlwNo'. 011181500.33694 Tm.e l9heC FT122 PLV / BAF ciiiin019 2 Complete Trews Required 6'3"4 g3"iq 12'3" 3'3"fi 2'11'19 1:ll, 2'11"2 :=gXg(11 =3%Be =U6- 4X06(91 1113X6 I �,U',•2 11 113X8 SEON:]341091 no FLAT Pty3 JObilumba: 651318A Cuz1:RR9353 JRe11NMG93SWD15 FROM;Nog Oly; t (HERITAGE HOME3132010TH ST. OmNo: D11.19.15C8.W321 Tmss Labtl: FT133 PLY / BAF Ot/1112018 3 Complete Trusses Requlretl 4"1Z /'4R 8'1"it 129"13 16'1'B 19'11" 4' 2 3'11"8 3'9"10 3'11"2 491p 3'9"10 =4X8111 =4X10 =3X4 --HOO]10 =4X10 1113X6 A B Tw Wit a 6410 0'1 2 1H G 111L 3X6 =4X10[4] =H0710 =3X4 SEON:]3311541 To FLAT Phi: 1 Job NYmbei 01318A Dus1.RR9353 JRN:IWHOZi530J15 FROM'.NAB Ory. 1 (HERITAGE HOMES)320101M ST. D-N, Off 19 1505 33493 Tmu LAWN: "Is / BAF 01/11Q019 EON 7336761 TIN /CCVN Ry: t Job Number: M131M CUN'.RRB153JRef:1WH093530015 FROM:I Ed, 5 (HERITAGE HOMES)320 ICH ST. DlxNot 011 IB.1508.32839 Trus.Label: Al / BAF 01111Ro19 fe n P aae—I s F in 9 T �E Is IF x 7 Fn 1 a 1 =aweaw •Tm mare mux�ax RT �m a �•1ru 1mwa se's it" sn nv x eT1x fru r+7x xr �1 Loading Cr .ti "0.18PIaWT�(S):: Cr . Sri"Cdt a IP9,PHn PSFI Da3/CSI Crllarle ♦Maximum Rsacliobe(gas) TCLIL 20.00 td ASCE?-t0 Pg:NA Ct NA CAT:NA PP DeflNrN In I¢I/defl LM Gravity Non-Gravity Speed 130m h Lac R+ /R- IRI IRS, IU /RE TLDL. 7.00 P PI'.NA Ce:NA VERT(CQ 0.030 K 999 210 BOLL: 10 0 ure:o,11 Sun NA C. NA HOU(LL) 0137 K 999 180 B 10711 /- /- - 1590 M21 1238 ategory:II BCDU. 1000Snox Duration NA H0RZ(LL): pA39G - - N 1W1 I- I- 1580 1121 - fight NA Creep FL):OOBBG - - B reactionspared!onMWFRG Des Ld 3100 HeigM'.i500fl B Br Wi0M=5.5 Min Rep= 1.5 NCBCLL'. 1000 :L0 psf Lotle I Mlec IBCCit201 Creep Facto[20 9 Built,Code: FBC 2017 RES Max TC CSI. 0390 N Brg WIMh=5.5 Min Req- 1.5 Soffit: 200 SPasf TPI SM: 2014 Max BC CSt. 0888 Bembersn6 Nare e.forpers auffies Load Duration 1.25 MFRS Parallel It M1 W 2h Rep Fep Yes Mu Web CBL 0.39 Members not p Ch bele races an filo 3754' Spadiq:24.0" ist e:3.00 fl Maximum Top Chord Forces Per Ply(lbs) m eiMwall:not ing00ft FTIRT:20(0)IS(27 Chords Tens Comp Lhatle Tens. Comp. GCpi'.0.18 Plate Type(a): Wind Duradon:133 WAVE VIEW Vac 17.0202B.0123.11 B-C 501 -1581 E-F 81t -1195 C-D MIS-1502 F-G 508 -15M Wmber D-E MIS-1483 G-H SIT -1583 Top ohoul 2x8 SP 32 BORATE-TRTD:T2,T3 2x1 BP N2Msxlmum Bot Chord Fomes Per Ply(IM) Bot chord 2x8 SP d2 CM1ads TeM,COmp. Chums Tens, Carp. Webs 20 SP So B-M 1 -3 K-J 1291 -315 Loading M-L 1290M -303 J-H 1218 -314 Trumpassedche&br20psfatltliUonalb om L-K 859 -154 dram,live load in areas with 42'-high x 24".ude clearance. Maximum Web Fomes Per Ply(lips) Webs Tans.Comp, Webs TMs, Comp. Wind Wind bads based on MWFRS wBh adenou lCBC L-E 815 -221 E-K S9 -219 membertlesgn. Addl cand Notes MMINNUaaapaaw Refer to General Notes furadditional inlordI QPM H. K 3 N. juEos�+R/ctj * S of S T O 2 = COA UI/I4n019 ^WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI `IMPORTANT'• FURNISHTHIS DRAWING TO ALL CONTRACTORS INCWDING THE INSTALLERS T re ube exhe�xI ere In fap�rr Un ry� elin shl 99 stalling antl bradnB .Refer to and 1plIms the l est edition a SCSI BUiMing Componen�satery Into Uon.byMT�l pn�•3BnCAj�)sa� piadicesprior to pedorming Mese functions Insta��ers shall de to pore albcn SCSI Unless nae so y3e(lop cM1OM shaII M1 ve progedy abacned avpdpral aneammg d bptr�+csi ottl o�sl Nvy o.gey' b ii��pp�� Lopab nro --no ni Mpral reevalnt bl webs sM1all nal b un s4liedP su� 0011ce�Ie. DlY dates f9 sdl%aceouas and ppslvon as mown above antl on 1Fe�oml DeWlls, fess noROtnenwse. Re�er 10 ALPINE Grawings 160A- Vrs no peters DoSit ions. AI ue.a cliviiimenf ITW B - CC po is G pP in. .shrill nct be re s��pplIe a r tltlevbbon imm MIs tlr�w a� failure to build the 1Pg5 In cont ce flh��611� 1,or�0In n shi p1n , ns111aU nxnbE an itrusses� lon]hyarye'wiX or IIIS,t BTSO Fonm Once H.bnthis Ya�w lw[tes ecc�o ante o o�essPn �9�n e O a�b l'd sole �a t ahow�. The sul Babiliy SIx1e305 and �se �ihis p ng(Or any sUudure is�ilSte.e reaponsiMTPt�o�ibe�uilGlRg� gder pe AN91 6�c.3. Odantlo FL.a3e2'. -se, vm'✓d. .',ICG wmr SEON:]336801 Till ICCMN Fly: I Job Number 661318A Cuar:RR8353 JRN: 1WHC935IlM15 FROM:KAB Oty: 5 (HERITAGE HOMES)32010TH ST. DrwNo: 011.19.1W6333115 Tmaa Label: A2 I BAF 0111112019 a. roe a Lar ar se e p be sap C n .aa 11 T as jostling Chill to, Wind Chen. Snow Crlled.(PBPI in FSFl DeNCSI Citled. A Maximum Reactlone(Ibe) TCLL 20.00 Wntl Std. ASCE 7-10 Pg:NA CL NA CAT.N PP Defixodon in loo Utl it LM Gravfty Non-GrsN1y TCDL' 7.00 Speed 130 mph Pf:NA Ce'.NA VERTILL)'. 0.074 J 989 2,0 Loc R. IR- I M I Rw 1U I RL BCLL: 0.00 Endoi Closed Lu:NA Cs:NA VERT(CL). 0.128 J 998 180 S 1079 P I- 1590 1124 Q15 Risk Category:11 BCDL'. Ili EXP,D Kzt NA Snax Ouretlon:NA HORZ(LL1: 0.022 1 - - L r I- I- 1470 RB Des W: 3]OD HOep Fact O.O0 WindB,Vid in r. on MWFRS NCBCLL:1000 Mean Heigh!'.15 00 ft Catla 1 Mlu CrKeNe Creep Fedor.2.0 B Brg Wx th=5.5 Min Res= 1.5 TCDL:40 pin L s W'IEIb=5.5 Mln Req= 1.5 Sofrk 2.00 Bldg Cotle-. FBC 201]RES Max TC CSI: 0.300 BCDL SD Pd TPI Std 2014 Max BC CSI: 0.658 Beatings B 8 li are a orf forced, a Sim Dure1a¢1.25 MWFRS Pa 3,00 DIM:h W 2M1 Rep Fac:Yes Max Web CSI:0.407 Members not p Chted have arrss ass than 3]SA Simony:24.0" OBC Dat a:300fl Chords Tens Camp. Forces Per Plys C Loc hom endwall:nd in 0.00 ft PTRdT Type(.)(2) Chortle Tens.ComD. CM1OMs Tena. Comp, GCy1:O 10 PleadWAV Types}. Wind Ouregon:1.33 WAVE VIEW Vac 1]02.028.0123.11 B-O 503 -1588 E-F 553 -1585 C-D 505-1508 F-G 515 -1598 WmMr D-E FAB-1W1 G-H 597 -1639 Top dmM 2x4 SP 82 T1 2x6 SP 0.2 BORATE-TRTD: But chord 2x6 SP#2 Maximum Bot Chord Fortes Per Ply(the) WMW2x4SPN3 Chortle Tens.Ciali Chords Time Comp. Rt Seder 2x4 SP 203:BLOCK LENGTH= 1.500' B-K 1283 -320 J-1 878 -224 Loading K 12W -3]9 I 1311 400 Truss passed check for 20 Pat additional botmon Mond live dad in areas weM1 42"-high x 24"k ice Maximum Web Forces Per Ply gi dearer. Webs Tens.Comp. Webs Tena, Cams,. Wntl J-E 595 -209 E-I 705 -251 Wind Wds based on MWFRS wilh atltlibonal C&C member design. Additional Nota 'wylnupllOr9rnn rr Refer to General Notes for atltlitional information 4 s'\Jf J EoB R% 0. o� S AT 0 Q COA 0 ALS .. 01/14/2019 "WARNING" READ AND FOLLOW ALLNOTESONTHISDRAWNGI •IMPORTANT^ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ism:: re airs extterIerste In fa On p�rl�lin aM1l p� g,installing antl bradng. Reler bane follow the!ales!eeition of SCSI fBuiltling en�Sadly ln�ormatloM1 ppvv TPl pn�'SBCP)f$)sa�eNnPradlces prierfrmingNese(unions InsrallerasM1inBLSI.Unless nga0 M e lop NOM shall have oRe 1v a??��Nc lin aw9ons sp nsfot mmnenl lateral rePa`valni Cr 9'� eh ly � Itis adlmfz o�uae antl positron as shown a I6oA-z9&r aPanaar�pfala voamm�a.tlivisibn of IPN r3Y I 1 �C` pon¢ is GTV In hall npt be reconf rm8lrce wGn N�Ji/�Pii,or tot nannl rl sM1ippinG, et�^Idllhis 8 nYY,�wE^crtes acts hnce pt �'eaa bne egpgg e of ibis 0 g for arty aPucmre la 81e reepana1011my of thNwmtion uetha L INuweC pb[ RL%N E;wx mIITR; wxx u aeLP. wmr Etiwual c m;ILC;¢wr:¢sek SIGN:]338811 T117 (SPEC Ply; 1 Job Number: 651318A CUX RRW53 JRe1:1W109353C015 FROM:KAB Ory: 1 (HERITAGE HOMES)320 IDTH ST. DmNo; 0111B.1508.320ID Tom.(AMI: A3 I BAF 0111IM10 'Nis iany p Fur ez.afird firr sr eY ar" T a12Aalumam 0>G C � TI C a 11 pt ��0'r .sx.Pw 4:M rlv". .,xa earl 1 F 1'11 n 11N1 SY�a 11Y Mr A'r1T Loatling CrMM Imp Watl CrMHe Snow CMeaa(P9Tin PSF) DNVCSI Cohen, •Madlmum Readlcan,(Ibs) TOLL: 2000 Wnd Sel ASCE]-10 Pg.NA CL NA GAT:W PP DeIk dmJ m loe Usual IM Gravity Non-GreViry TCDL'. 7.00 Speul 130 mph Pb NA Ce:NA VERT(LL); 0.042 ) 899 240 Loc R+ IR- 1Rh JR. IU IRL BCLLON Enclosure:Closed Lu'.NA Cs'NA VERT(CL): OIIIB J 099 180 B 914 1- 1- PER 1123 /181 Risk Category:II BCDL: 10.00 ' Same Duratbn:NA HORZ(LM: 0011 0 - - H 703 I- 1- 13]6 IBB 1- Des Ld' 3].00 HORZ(TL)'0021 D - WiM lexicon Mded M M UP D On,NA WFRS Mean Height'.15.00 ft Goatee I killed Crllrtla Creep Factor:2.0 B Brg Width=5.5 Min Req= 15 NCBCLL'.10.00 TOOL 40 patH Brg Width=5.5 Min Req= 15 Earls, 200 BUg Code: FSC 2017 RES Max TC CSI: O.d08 BCOI 5.0 pill Bearings B 81 are a rgM sWace. Spat ng 24.0:1.25 MFRS Parallel 00 it >2M1 VIEW 2014 Mae BC LSI: 0501 ambers nM listed have bmxe lean than 375A Spacing 24.0" CBC Dist e:3.00 ft Rep Fac:Yes Mm Web CSI:02% Maximum Top ChoM Fc m,s Per Ply(IM) Lmtram eadwall'.not in 9.00 it FTJRT20OY5(2) Chords TeraComp. Chards Tens. Comp. GO, 0.18 Plate Type(s) B-C 422-1151 D-E 402 -163WMDura8on:1.33 WAVE VIEW VeF D.02.028.0123.11 C D 490-1084 E-F 412 -870 camber Top ch 2x43P#2 T1 2x6 SP 02 BORATE-TR1D: Maximum Bat Clloltl Forces Per Ply Bol chord rtl 2x8 SP 42 Chords Tena.Comp. Chords Tens. Comp. Webs 2x4 SP 83 B-L 813 -412 K-J 922 -411 Purlins L-K 822 -910 J-I %2 .305 In feu of mudurel panels or rgid ceiling use purlins to IMemiN brace chards as follows: Matlmufin Web Fomes Per Ply(list) Chad Special oc) Scullin) End(ft) Webs Tens Comp. Webs Tens. Comp. TO 27 18.25 20.50 Apply purlins to any Chords draw or Mlow fillers E-J 432 -117 F-I 48B -9018 at 24"OC unless shovn Mhelwisa above. Wind Wind bads based on MWFRS with add8i xed C&C member design. smNMNrA`yre Right end vertical nN exposed b wind pressure. Additional Notes "f/ry44 Refer to General Notes for additional information ��d.`Cl�evSF •e� Fy f V G 0. 08 * g 8 ve S T 0 �90.c':� 1 .••fes`` 20 6NAI 0)n4r20]4 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWNGI "9MPORTAMr. FURNISH THIS DPA TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truuesre uire extram¢care In fa fn aMlin sniYp� g NallingpM Era Reim to Mfellov iM latest ediva N SCSI Builtling Componen,Safety Information,py T dn�38CA)�r uRrynpracikzs poor to pe�or9ini g Nese lions InNallers shall piavida to ponj bedp pp SCSI Unless note eWh 54top cMrtl shall M1ave ymperly etlacNed sWtlu2l sheathing and botlorl�pryoN;M1all nav pom e at1aC11�tlr tl lingg� LOaGdtl 1, np anent lateral Rasramt ofw los al�all M1dV bleun nsglletl IBCSIeKh005 R3 r 1 aRPIlca�leDN llas go eiacM1�e oussantl posifon shown move and on the Join�deWils. �n�e Ind otM1emise. Refer to ALPINE drawings l6IA- pfor s�antlaN pate posi0ons. Aide.a dlvisbnn of lPN BX �C` po�¢nis Gmp In` blit n♦nt pe sponsiple forany evialio (%Otis dr�y�IIrr�Ipto failure fo build the pp n�orrmm ce 9hkanh i,mfor handlnP sM1i can . stallatgn antl brawn �tm3s slL Ionmb U@' Or covarp SJSO Fwum Od+e Iietirm M�e tlrewin la�nEica as occur cce lance qi ro�'aaaPonaP e_nglo pone9ibllilllsofely�or%?jer6,g Slioen. The suifaflilily Suite 305 and Ose of MIs ng for any s�rucluren�Ne responarbilm/ �Idren�ui rg Desig er per ANSI w2. Onantlo FL.32821 F—reiNwmeam—ra. Bf wenaia wwM CIN•: FLPINE; wxx mmaPl:xwx r :56U:xwx cEcinave m;ICC --sNe a� SEON:]338911 IN 10 (SPEC Ply, 1 Job Number: 651318A Cure R RXIM JIRO:1WHO93530015 FROM:KA9 Gy: 1 (HERITAGE HOMES)=10TH ST. Dreshu 011191596.3333] Trus Label: A4 I BAF ovila019 14 xJvv 'ql,e 115 telt ItTravlx �3 s . n' 6E 4 r 'r nxamn .zc E ry T1 ca .� x l� vaLxxl x]M n2U aY@ re"o @1 -1'11'11 11 V. SY 11! a@J2 lo LoatllnS Cdµda lPaO tDumt�n, Crilerla Snow Crlleres(P9.Pr In PSFI DeMC-D �l Criteria •Madenum Reacdone(Iba) TOLL: 20.0 SW'. ASCE 7-10 Pg:NA Cl'.NA CAT: PPion in loc Udefi tM Grevity Non-Gmvily TOOL: 7.00 : 130 mph Pr:NA Ce'.NA VE )'. 0.042 J 999 240 Loo R* /R- I On /Rw I U I RL BOLL: 0.0 ure:Closed Lu'.NA Cs:NA VERT(CIL) 0.079 J 899 180 B 814 1- /- I55B /123 1181 BCDL: 1000 Gregory.11 Soow Duration.NA H ). 0.11 D - - H 783 1- 1- 1376 1103 /- Des LU: 37M D R t.NA H ):0021 D - - Wind reactions based on MWFRS Heigh:15.00 fl Code I Mae CNleda Crctor'20 B Brg WiOh=65 Min Req= 1.5 NCBCLL 1000 4.0 par H Brg WItlU=5.5 Mtn Rest BWg Coeds: FBC 2017 RES MSL 0 385 Sorts: 300 5.0 psi TPI SW: 2014 MBI: 0.601 Bearings n t l are a harigidw sorasurb1. Spacing: Duration S Parallel Disl'.>2M1 Members not p Ch rd F tutees an Plan y) Spadng:2/." int a:3.00 fl Rep Fac Yee MCSI:0.271 Mazrds T Top CMM Fomn Pit Pty(Phe) o mendwal8 not in x00fl PPRT:20(0)15j2) CMrtle Tens Comp. DM1ONS Tena. Comp. GCtin,1, WAV Type(s):DureMn:1.33 WAVE VI1]02020.0129.11 B-C 423 -1152 D-E 403 -853 C-D H1 -1081 E-F 413 -886 Lumbo Top c11oO 2w4 SP i2:Ti 2x6 SP e2 BORATE-TRTD. Maxlmum But Chord Fomes,Per Ply(lial But choul 2x6 SP 42 CM1atla Tyxs.COmP. Chords Tens. Comp, Webs 2x4 SP IW B-L 914 -418 K-J 923 -415 Purlins LK BZ2 -414 J-I 57i -313 In lieu of slrudural panels or NO G!ilaN use purlins W Iatamlly brace Chortle as f0diny s: Maximum Web Fomes,Per Ply jibe) Chow Spacinggn on) Sunlit) Ene(fl) Webs Tens.COMP. Webs Tens, Com,. TC 29 18.06 20,50 Apply purlins loan,ohords above a bellow fillers E 439 -121 F-I 49fi -905 m 24"OC unless shown omermse above. Wind Wind loetls based on MWFRS web atlditi0nal CBC xmµbµ Iremberdesign. bye Right and wrRal not expose!t0 wind pressure. H yb Addnwnal Notes ��J JGE••SF R��°'qa Rarer to General Notes Wr atltli4onal inbrmatim �OFFss COA ONAL1�E;.�� 01/14/2019 ^WARNING'" READ ANO FOLLOW PLL NOTES ON THIS DRAWINGI 'IMPORTANT'" FUR�NrIISH TpH'IS DRAWING TOgALL CONTRACTORS INCLUDING THE INSTALLERS To sus regtl re more cam care in W TPI i'nO 5�GN710ris'�etPY"Dr'acPSCMeIs D�ioilo pal°ro"�ilin9�nese�urtlrriio8ns insbllen eR"Ii"of aese�Bpuoiirain9 G mponen lely In wma8on b p� pro allecM1etl s rudural sM1 IM1iny d bD M1orE s dll Rave a pro ryo breGn SCSI Unless opted alwl rW Mrd elell M1dve ppee PNs fa a ed' vJ lin oWOonss DwnD anent lateral resV31n1 bf webs slal�lav breGn nsWlla rB"IGgSI se.0,ne a3.B7 Dr t0. p IIwO� °PApply testo acAw_A�1°russanoposmlon assllownaeoveandonleneJoin�dals. Mf noteeomenvae. RerertO ALPINE JGuy 160A-Zror:4anadm p5are voGbnns. AI 'fie,a tlMaion or ITW B pmponenis G�iyp mr�snau no be res8°nsi$Ie tor.any°�lematio�bo� o'�dur argw'aPIYg o'�r`�R a°pa �e " IrIPS5s lnconfortnaince wM^�'��1/�PI 1,or for nen ¢¢B lopin , P@Ilea an brawn Ws 6750 Foram Olive 0s,unu Nle q.� UUJaartLees ecceoMrice I rott alone n .0 her OnnOibili �ofl IDr11M1e des�ynsM1°wn. aPut iliry Sune 305 antl se lido my glor any imbel NtRa reapoyeadixI of°L1 �YIIDesigde or ANSIRP1158 .2. Orlando FL,32631 einbrmalon eea PM1 a neN now, MlM1nevM 4xe'. PL PIN E:xwx wmaPl:vmr SBW.w.w. m:ICC 'umr aaleo r e ti SEON:]335951 T113 15PEG PIY: 1 Jab NumMr: 651319A GIu1:RR9353JRrd 1lMO93530015 FROM:KAB Oy; I (HERITAGE HOMES)32010TH ST. DreNo: all 9.15W.3396f Toru L.Wl: A5 I RAF 01/11/1019 1 �er rcYz m.. m,1-z TI ;e;:H r wmN C T1 1 a l -breads as. nzu 1 slow ad".. H rnY1 ,',Me sal 1� M. tle aYl1'C U11rM Colgate Wind Console Snow CrOMIe Ip,N in PSP) DeflICSI CMeM AMaximum Rsallons(the) Gravity NorvGrev6y 20.00 Wind SM: ASCE]-10 Pg:NA CL NA CAT:N PP ce5 0.0 We lltlefl L/8 Loc R. I R- /Rh I Rw I U I RL Z00 Speed 130 mPh Pit NA Ce:NA VERT(LL): 0043 J 998 240 0.00 Endlosura:Closed Lu:NA Ca:NA VERT(CL): 0.080 J 996 t80 B 914 I- I- /5]0 112] /1]] 10.00 Rask Calegmy:Il Snow Durdtxm NA HORZ(Lq'. 0.011 D - - H ]83 A 1- p]8 1126 /- E%P:D Kut NA HORZ(TL1:0.021 D Wmd reactrons basetl on MWFRS3)W Mean Height 15.0011 Code/Misc CrbeM Creep Facror:20 B Bg WMM=5.5 Min Reg=1.5 1000 TCDL:I O psf Bing Cada: FBC 201]RES Max TC CSI: 0.203 H Brg Width=35 Min Re0= 1.5200 BCDL:5 0 Pat Bearings B&I are a rgid sudaae.TPI SW: 2014 Max BC LSI'. 0.501tion:t 25 MWFRS Parallel Dist>2M1 Members sol listetl have Wines less iMn 3]Sa24.0" C&C Dlst a:30011 Rep Fac yes Max Web CSI OA14 Maximum Top Chord Fomes Per Py pts) Lao.from endera'I:not in 9.00 It FT1RT:20(0)I5(2) CM1mds Tens.Comp. Chums Tens. Comp. GC [0.10 PM1a TyRe(e): p VIEW Vera].02o2B.0123.11 B-L 421 -1154 D-E 405 -050 Wlntl Wraiio¢1.33 WAVE C.0 444-ices E-F 4t8 -618 Lumber Top chord 2x4 SP 92 T1 24 SP e2 BORATE-TRTD: Maximum But Chmd Form Par Py(Its) But Mcrtl 2x6 SP#2 Chords Tens,Comp. Chords Tens. Cane. Webs 2x4 SP#3 B-L 915 -437 K-J 625 -437 Purlins L-K 9N -436 J-I 642 -344 In lieu of structural panels or rgid ceiling use burns to laterally brace chords as follows Maximum Web Fomes,Per Ply(IN) Chord Spaon,hn do) SWd(6) Entl(ft) Webs Tens.COMP. Webs Tens. Comp. TC 41 17,05 2650 Apply purlins to airy rJltTda aove bor herd"fillers E-J 441 -138 F'I 406 -9W M 24"OC unless shown omerwise above. Mind W nd bads based on Mil with adoNorel C&C mMWs's/4 member design. Right end vertical not exposed W wind pressure Additional Nates Refer to General Notes for immaronal'mfool �l -4 0.708 t 'k '• i S T 0 4 COA s`s QNAL ,et 01/142019 ^WARNING'- READ AND FOLLOW ALL NOTES ON THIS DRAWING' —IMPORTANT— FURNISH THIS DRAWING TOALLCONTRALTORS INCLUDING THE INSTALLERS Tmsses re re e"reme rae in fayre tin handlln sM1l g,installing and bra ng. Rehr to and fallow the latest¢dWonrof SCSI`Bulltlln Lomponeni 22fey InWrmahon "Le TPI an�'SBCA) ss, npracilras prior W-P as these functs I, Installers shall p tle tedlpa2r arlA9r gl:Sllrn o1pLoc?�lons 1,oe"nOitovermanentllel�eral reaire ��i webs shell Ylau b2sM1�tl'm��a��u otloB� tl�fsoans B9,9a/oo�10 �\ zUUep ly qa to aril hceol Wss entl positron as snows above entl On ifie Jo IgDetallls, ess noleotlltervnse. ReFer to ALPINE drdWlegs 160A-Z iSr slan'dara pe(ate poslbons. µ A�� IVVVVVV'ne,a tlivuimn of lTN B 'Itl n pon�nis Gre inrHSM1ell nnine,espan_I fora hi'iation koro Nis drawirW faafure b a. uiltl9We et50 Fwm 0nve 5u4s m rgnf8 ince i itM1 RX 1,or or hen IirP IPpi �, s all�0on an0 braone�b"I'irusu�A�iefhe GM1aI nrsl� Wn� Ile sol®�hia 3ui1e 3cfi IIII^bn tln aWlnY naa^aallK aLCeOMaL¢ I for as ai erg rdryv ryry glentlo FL,32921 d �se of Vtls dRWI gior any abustwe iso espo bilin/ fihe�uiltlieig Oealgdae pelAf�51bos e15�c.3. 'is eo'a m entlllwa. iow ALPINE:xwx m;tPl; wmv edCP:xwx.5Eun4ua, mILL:¢vs,.' Cash -r City of Atlantic Beach R10675 DESCRIPTION • QTY PAID PermitTRAK $55.00 RES19-0057 Address: 320 10TH ST APN: 170032 0000 $55.00 BUILDING WINDOW DOOR INSTALL 10/02/2019 RBE $55.00 BUILDING WINDOW DOOR INSTALL 455-0000 322-10--2 0 $55.00 10/02/2019 RBE TOTAL1 . 11 Date Paid: Monday, October 07, 2019 Paid By: HERITAGE HOMES OF JAX, INC Cashier: CT Pay Method: CREDIT CARD 090229 Printed: Monday,October 07, 2019 3:34 PM 1 of 1 1 City of Jacksonville PERMIT NO. Planning and Development >} Building Inspection Div- 'o { E ��PY • r-� �F F I( - OFFICE USE ONLY Aopreved By Permit Desk Approved by: Application for: 3uilding Department �nffr ne.aIc FLDestructive Roof Fi `I *F&gress�inspection Date Approved: ROOFING-IN-PROGRESS INSPECTIONS A Roofing-In-Progress Inspection is a required inspection per the Florida Building Code—Existing Building (FBC-EB). The purpose of the inspection is to confirm any required deck nailing has been completed and proper installation of a secondary water barrier as required by Rule 96-0475. This required inspection was not requested by the contractor prior to completing the shingle installation for the above referenced permit, and now a Destructive Roofing-In- Progress inspection must be performed by removing certain portions of shingles and/or underlayment to insure compliance with state law. Not complying with this requirement could affect your insurance coverage for storm damage. Owner Affirmation °D N O r N 1 understand that the contractor, for the reason listed below, was unable to acquire a Passed Roofing-in-Progress c9 Inspection. I also understand the Destructive Roof in Progress Inspection will require the Contractor to remove and N replace shingles and/or underlayment as required by the City of Jacksonville Building Inspection Division to verify >- o 0 15 work is in compliance with all state and local codes. a `� Before me thisZJL Jday of d� n he un of Duval,state of Florida, w tY qua has personally appeared 1 1A IVA herein by 2 O (L himself/herself and affirms all statements an clarations herein are true and } W Signed: accur Property Owner Notary Public at Large,s to of County of Personally known or Pro c Identification E= ID Type: �A I js►M Contractor Affirmation Company: 2' J2)' e_ Address of Project: Z_0 l ►�l �T Requested By: G( K- y(jt 1 a Reason for Request: I c g 11W� R S Ae-VCC CC4Lje,4'J I, Mack YOU/101 understand City of Jacksonville Building Inspection Division procedures as outlined in Bulletin G-04-08. I also understand the Destructive Roofing-in-Progress inspection is not part of those procedures and is an exception to the procedure. In addition, I understand that any non-code compliant work identified during this inspection ma result "n the assessment of additional re-inspection fees. Signed: Date: l ' An Approved Copy of,his Applica on Must be On-Site at Time of Destructive Roofing-In-Progress Inspection