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705 Amberjack Ln new single-family home permit j yAllj w =f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD v ATLANTIC BEACH, FL 32233 Olt INSPECTION>%' INSPECTION PHONE LINE 247-5814 RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0120 Description: NEW SINGLE FAMILY Estimated Value: 259542 Issue Date: 10/11/2017 Expiration Date: 4/9/2018 PROPERTY ADDRESS: Address: 705 AMBERJACK LN RE Number: 171193 0000 PROPERTY OWNER: Name: SALT AIR HOMES INC Address: 226 TALLWOOD RD JACKSONVILLE BEACH, FL 32250 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: AMERICAN CLASSIC HOMES LLC Address: 3481 St Augustine RD JACKSONVILLE, FL 32207 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. 1V1 • • ! • of Permit Number: RES17-0120 Description: NEW SINGLE FAMILY Applied:8/1/2017 Approved: 10/9/2017 Site Address: 705 AMBERJACK LN Issued: 10/11/2017 Finaled: City,State Zip Code:Atlantic Beach, FI 32233 Status: ISSUED Applicant: <NONE> Parent Permit: Owner:SALT AIR HOMES INC Parent Project: Contractor:<NONE> Details: REPLACE RES17-0063 OFFICE PERSONAL CHANGED AND REVIEW COMMENTS WERE ADDED? CONTRACTOR PICKED UP COMPLETE APPLICATION PACKAGE AND RESUBMITTED, STARTED NEW JOB FOR LESS CONFUSION. LIST OF • • SEQ NO FADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 8/3/2017 UNDERGROUND WATER SEWER INFORMATIONAL UTILITIES PUBLIC UTILITIES Kayle Moore 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 247-5834. 2 8/3/2017 METER BOX SEWER CLEAN OUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. 3 8/3/2017 RT1 SEWER CLEANOUT INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 8/3/2017 DISCONNECT AND CAP INFORMATIONAL PUBLIC UTILITIES Kayle Moore Notes: Disconnect and cap water and sewer lines. 000 Printed: Wednesday, 11 October, 2017 1 of 3 s PermitConditions s� vCity of AtlanticBeach 5 8/4/2017 DRIVEWAY APRON INFORMATIONAL PUBLIC WORKS Scott Williams Notes: 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. (Commercial driveways-6"thick). 6 8/4/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 7 8/4/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 8 8/4/2017 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: 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. 9 8/4/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services). Container cannot be placed on City right-of-way. 10 1 8/4/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 11 8/4/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 12 1 8/4/2017 MAXIMUM DRIVEWAY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Maximum driveway width within the City right-of-way is 20'. Printed: Wednesday, 11 October, 2017 2 of 3 'r J Permit Conditions ' Vr City of Beach F'y Oi4 �r 13 8/4/2017 REVISION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Any plan change must be submitted as a Revision to the Building Department. 's Printed: Wednesday, 11 October, 2017 3 of 3 � s�'V.J'J City of Atlantic Beach APPLICATION NUMBER AS .11 N Building Department (To be assigned by the Building Department.) 800 Seminole Road KID Atlantic Beach, Florida 32233-5445 RESI-7- K l IJ Phone(904)247-5826• Fax(904)247-5845 E-mail: building-dept@coab.us L Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: '70S NY\8G9,1AQ_K 60 Department review required Ye No Applicant: �(Y1,C;-P—t0—LAD CLA-SS(0 PC1lYt&S anning &Zonin Tree Administrator p� Project: I v e- o St 1vG,L& P7m r L ublic Works is i i i PubTic Safety 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: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: S-' -10 TREE ADMIN. Second Review: A roved as revised. Denied. pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES !/y� PUBLIC SAFETY Reviewed by: 1 Date: /0 FIRE SERVICES Third Review: ❑Approved as revised. ❑De ed. []Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 7 - c) i z_D Job Address: �� Vel Derr � 0 e Permit Number: •� X3 Legal Description + S Ims Vi11 arcel# oor rea o Sq.F t. t Valuation of Work$ S Proposed Work heated/cooled I '1 L non-heated/cooled 5 AdZS 't� , S4 z �,r s Q P`7 1C b �,:-,•.PLe Class of Work(circle one): 6 dition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial widen If an existing structure,is a fire sprinkler system installed? (Circle one): es No N/A Florida Product Approval # For multiple products use product approva orm Describe in detail the type of work to be performed: Property Owner Information• Name: r QSucAddress: City l State E Zip lr Phone L E-Mail or Fax#(Optional) _ Contractor Information: CONTRACTOR EMAIL ADDRESS Company Name: h 'L�)ualifyi g Agent: er j Address: City 40 State Zi �21D Office Phone 5 ob Site/Cont tNu nber Fax# Z State Certification/hg��. 12A42U 7I Architect Name& Phone# Engineer's Name&Phone# d(-�,jr4 I gal Trjr) _ b Fee Simple Title Holder Name and Address Bonding Company Name and Address ; Mortgage Lender Name and Address 'f- ,r _ Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be peh formed to meet the standards of all lawsregulating construction in this jurisdiction. 7 tis permit becomes mill and void tf work is not commenced within sir(6)months, or if construction or work is suspended or abandoned for a f�errod of sry(6)months at anv time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plhunbing,Signs, Wells, Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this tvpe of ivork will be complied with whether sped red herein or not. The granting of a permit does not presume to give authorih,to violate or cancel the provisions of any other fede tate, or local taw rl e ulating construction or the performance of construction. Signature of Owner Signature of Contractor PrintName ......61,(L,e .................rr. . ................................................... ... �, Print Name Befog me BeforeLeethi G a of (L 20 � thisyo 20 Not ry P li Notaryc °SPaY P�B�� JENNIFFER LYNNE CLARK �OZPRY P�9, MY COMMISSION#FF 072755 � JENNIFER LYNNE CLARK Revised 01.26.10 * * # * My COMMISSION#FF 072755 EXPIRES:November 29,2017 oa°� Bonded Thru Budget Notary Services ,l O� EXPIRES:November 24,2017 0F F� fOF FLOP Bonded Thru Budget Notary Services OFFICE COPY Apphca e Co es: 2010 FLORIDA BUILDING CODE �e�e,�uit (circle one)• . Approved Disapproved pp-roved w/ Conditions Review Initials/Date: - 9•�7 Development Size ffabitable Space o S p Non-Habitable � S. r hpervious area i lscellanMous Information )ccupancy Group ype Of CO-Ustruction V• umber of Stories )ning District oe S -.�. ax. Occupancy Load ..e Sprinklers Required )od Zone �c aditions/Comments: • ,, r��y�`J�✓�� L� 0- r�'�Q� ITY OF ATLANTIC BEACH 800 Seminole Road a I Atlantic Beach,Florida 32233 j r AUG �blg 2017 ' Telephone(904)247-5800 FAX(904)247-5845 \r�JJS�Jr 3 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT OFFICE COPY Date: 8114 Received by: Resubmitted: Permit Num Original Plans Examiner: Project Name: Project Address: 30 Arc��gC,K, (DfV_' Contractor: UM-n d( SS lC ROV 5 LLC Contact Name: SfirW it Contact Phone Revision/Plan Check/Permit Fee(s)Due: $ , C)cg Descri tion of Pro osed Revision to Existing Permit: �� Slfi� pIaY1 Additional Increase in Building Value: $ Additionaf S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print name) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Datc:_ �23 Approved: Rejected: N/A to Dept: Plan Review Comments: Oce of 4)A '3'06 C-CiN S 1-C Plan w 'JA 04 Re vi s14b/ S��-e P 1a✓�. D artment review required Yes No 1"BuHdon Hing &Zoning Tree Admm or Plans Examiner C—Public Works b I i c UtiliUP / Public Sa ety Fire Services Date Created 5/13/(7 Rev.4 ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 B REVISED OFFICE COPY Y12-09 Date: 8/3/2017 Permit: RES 17-0120 Applicant: American Classic Homes Review: ZONING Address: 3481 St. Augustine Rd,Jacksonville Site Address: 705 AMBERJACK Phone: 237-8989 IN RE#: 171193 0000 Email: Jen@achllc.com Correction Comments 1. Setbacks: Section 24-105(e) requires 20 foot rear yard setbacks in the RS-1 zoning district. Please revise plans accordingly. 2. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. The height indicated on the plans does not indicate where it is being measured from. Please show the overall height from grade. 3. Side Yard Projections: Section 24-83(b) limits side yard projections into side yard setbacks, including roof overhangs,to 24". Please show the roof overhangs. 4. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under"Planning and Zoning" and at City Hall. Informational Comments Please show all structures included in the plans and intended for construction in solid lines on the elevation plans. Zoning Planner 'rl�l�yr CITY OF ATLANTIC BEACH 800 Seminole Road ~, OFFICE COPY Atlantic Beach, Florida 32233 ��Jiil>r REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Dater) Revision to Issued Permit Corrections to Comments v Permit# 5�� -0� Project Address —10t) \QGV. Lath WaMC LWCU,R Z)225-,"p Contractor/Contact Name W:E rjnow RfY r-kan ba�&, N\GML5 Phone goL4',Xo�-o3cZ Email Y-01,60' 0+1Ck11 UNU Description of Proposed Revision/Corrections: PermitEi$ 50,O� Additional Increase in Building Value $ Additional S.F. By signing below,Iaffirm the Revision is inclusive of the proposed changes. (printe name) t of�l Signature of Co actor/Agent kontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: Building Planning &Zoning 6keviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services l 1 s� Permit Reviews City of Beach �Jitl Jam' Review Group:AUTO 8/1/2017 8/1/2017 SUBMITTAL Toni Gindlesperger FAPPROVED COMPLETENESS Notes: 8/1/2017 8/10/2017 8/11/2017 BUILDING Building DENIED Notes: 1.In the energy calculations,the manual S information does not match the manual 1 design load numbers.Correct and resubmit 2 copies. 2.Engineer of record needs to sign and seal the truss plans. 3.Page S-2,porch slab detail 82/53.2 cannot be found in the structural plans.Correct and submit 2 copies of the affected structural page. 4.There is no cut details on the rear porch slab other than the footer for the posts.Correct and submit 2 copies of the affected structural pages. 8/1/2017 8/3/2017 8/11/2017 ZONING Zoning DENIED Notes \Setbacks:Section 2 - e)requires 20 foot rear yard setbacks in the RS-1 zoning district.Please revise plans accordin Height:Section 24-17 require ht to be measured from grade to the highest point of a buil ructure or parapet and any attachments thereto,exclusive of chimneys.The heR icated on the plans does not ere it is being measured from.Please show the overall height from grade. Side Yard Projections:Section 24-83(b i e yard projec to side yard setbacks,including roof overhangs,to 24".Please show that this requirement is being met or a plans accordingly. Tree Removal:Se 3-21 requires a Tree Removal Permit for any trees removed wi aryl s of this project.Please submit a Tree Removal Permit Applicatio ' ny trees are to be removed or were removed in the last 2 years.If no trees are to�be-r-emooved re rremoved,then please fill out an Affid ' of No Tree Removal.Both forms are available on the city website under"Planning and Zoning"and at City Hall"--- 8/1/2017 8/4/2017 8/11/2017 PUBLIC WORKS Public Works APPROVED W/CONDITIONS Notes: See Conditions of Approval that will be printed on Permit. 8/1/2017 8/2/2017 8/11/2017 PUBLIC UTILITIES Public Utilities APPROVED W/CONDITIONS Notes: See Conditions of Approval that will be printed on Permit. See Attachment-New Water/Sewer Tap Request. Printed: Monday,21 August,2017 2 of 2 1 rwtir CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J 1r ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 8.10.2017 Permit#: RES17-0120 Applicant: American Classic Homes, LLC Site Address: 705 Amber'ack Ln,A.B. Site Address: 3481 St. Augustine Rd.,JAX Review: 1 Phone: 396.4955,Jean 237.8989 RE#: 171193-0000 Email: •en achllc.net Homeowner: Salt Air Homes LLC CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. 1. In the energy calculations, the manual S information does not match the manual J design load numbers. Correct and resubmit 2 copies. 2. Engineer of record needs to sign and seal the truss plans. 3. Page S-2, porch slab detail B2/S3.2 cannot be found in the structural pla s. Correct and submit 2 copies of the affected structural page. 4. There is no cut details on the rear porch slab other than the footer fo he posts. Correct and submit 2 copies of the affected structural page Mike Jones '` P C 1 - s� 1 7 Building Inspector/Plan Reviewer rn� City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 Erna�I_ed R.eviPw Carr►^^o.n r �' I v- �^1 m o 1 rs=r>>TrCity of Atlantic Beach APPLICATION NUMBER S Building Department s,� J p (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 RLS17- I Z-0 Phone (904)247-5826 • Fax(904) 247-5845 E-mail: building-dept@coab.us Date routed: S I It City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �(; rr®� �JI�C'r: IN De artment review required Yes No Applicant: AAER.t01A-'0 l LASSt('' P-AI&Sfanning &Zonin Tree Administrator Project: el'o St 1,3ai-c- m t L- ublic Works u isi iTies- u is aety 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: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: f� BUILDING �4okc kjf T`-PPSI G✓er�at%5S i J PLANNING &ZONING Reviewed by: Date:��— TREE ADMIN. Second Review: A roved as revised. Denied. ❑ pp ❑ ❑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 05/19/2017 TY OF ATLANTIC BEACH ss1 , 800 Seminole Road 1 AUG2017 1 i Atlantic Beach,Florida 32233 J 1 a Telephone(904)247-5800 . FAX(904)247-5845 RE ION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 14 _ Received by: Resubmitted: Permit Numb f-�--012,0 Original Plans Examiner: Project Name: Project Address: �a% LCU1� Contractor: Q�1( t(jyVlS L(� Contact Name: _SfOin�P Contact Phone : 9 -�,. 1_ `+S Contact e-mail: Revision/Plan Check/Permit Fee (s)Due: $ Description of Pro osed Revision to Existing Permit: lS 51tV Additional Increase in Building Value: $ Additionaf S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print name) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Ageht(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: N/A to Dept: Plan Review Comments ;FireServices ment review required Yes No _ _ _&Zoningmis ra or Plans Examiner orksZlitie zetyDatees Created 5113/17 Rev.4 I ZONING REVIEW COMMENTS City of Atlantic Beach s Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 J Date: 8/3/2017 Permit: RES 17-0120 Applicant: American Classic Homes Review: ZONING Address: 3481 St. Augustine Rd, Jacksonville Site Address: 705 AMBERJACK Phone: 237-8989 LN RE#: 171193 0000 Email: Jen@achllc.com Correction Comments 1. Setbacks: Section 24-105(e) requires 20 foot rear yard setbacks in the RS-1 zoning district. Please revise plans accordingly. 2. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. The height indicated on the plans does not indicate where it is being measured from. Please show the overall height from grade. 3. Side Yard Projections: Section 24-83(b) limits side yard projections into side yard setbacks, including roof overhangs,to 24". Please show the roof overhangs. 4. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. Informational Comments Please show all structures included in the plans and intended for construction in solid lines on the elevation plans. Zoning Planner t„a,v r T i CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date C1 ( Revision to Issued Permit Corrections to Comments V Permit#165R-Q1 2-0 Project Address -+U Fl-\M'Dex cy- ul-k Contractor/Contact Name p�m1 t1mU �C' wff E5,LIL It S Q•n�. Phone �Qt-�-?J��"Q Email Sfe-f Description of Proposed Revision/Corrections: PernFR .I`. �e V EINVIc: 51A plan (ut5ton SEP - 1 2017 n. Additional Increase in Building Value $ Additio DdIng Department Of Auanbc beach, By signing below,I affirm the Revision is inclusive of the proposed changes. rj [� Tinted name) Signature Contractor Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning &zoning- on g� Reviewed By Tree AdministraTor— Public Works 1 7 S'- 17 Public Utilities Public Safety Date Fire Services ZONING REVIEW COMMENTS City of Atlantic Beach 'f'S`r�►`Jr�� 4 r} Community Development Department Sri 800 Seminole Road Atlantic Beach,Florida 32233-5445 ��J111)r' Date: 8/24/2017 Permit: RES 17-0120 Applicant: American Classic Homes Review: ZONING Address: 3481 St. Augustine Rd, Jacksonville Site Address: 705 AMBERJACK Phone: 351-0308 LN RE#: 171193 0000 Email: Stefanie@achllc.com Correction Comments r 1. Setbacks: Section 24-105(e) requires 20 f�of rear yard setbacks in the RS-1 zoning district. Attached porches have to comply yvith same setbacks at the principal strucutre. Please revise plans accordingly. \ 2. Height: Section 24-17 requires height to be measured from grade to the highest point of a V building's roof structure or parapet and any attachments thereto, exclusive of chimneys. The height indicated on the plans does not indicate where it is being measured from. Please show the overall height from grade. 3. Tree Removal: S ction 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this gro�t. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under"Planning and Zoning" and at City Hall. Informational Comments Please show all structures included in the plans and intended for construction in solid lines on the elevation plans. Zoning Planner Doc # 2017015592, OR BK 17850 Page 1937, Number Pages: 1 , Recorded 01/20/2017 at 01 :05 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY DEED DOC ST $1260. 70 IN THE CIRCUIT COURT, FOURTH j JUDICIAL CIRCUIT,IN AND FOR j DUVAL COUNTY,FLORIDA j I CIVIL ACTION NO: 16-2016-CA-005313-XXXX-MA j DIVISION: j i 1 i SPACE FOR RECORDING ONLY F.S.§695.26 NATIONSTAR MORTGAGE LLC D/B/A CHAMPION MORTGAGE CO Plaintiff(s) FILED MARGARITA O STILLWELL A/K/A MARGUERITA 0.STILLWE JAN 2 0 2017 UNKNOWN SPOUSE OF MARGARITA 0. STILLWELL A/K/A MAR UNITED STATES OF AMERICA,ON BEHALF OF THE SECRETA CLERK CQ11T COURT Defendant(s) CERTIFICATE OF TITLE The undersigned Clerk of the Court certifies that he executed and filed a Certificate of Sate in this action on Jan 09, 2017 for the property described herein and that no objections to the sale have been filed within the time allowed for filing objections. The following property in Duval County, Florida: LOT 8,BLOCK 5,ROYAL PALMS UNIT 1,ACCORDING TO THE PLAT THEREOF,AS RECORDED LSI PLAT BOOK 30, WAGES 60 AND 60A OF PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PrOlpgrO Address-705 AN BERJACK LANE,ATLANTIC BEACH, FL 32233 was sold to Salt Air Homes, Inc whose address is:226 Taliwocd Road ,Jacksonville Beach, FL 32250 WITNESS my hand and the seal of the court on Jan 20 2017 ,as Clerk of the Circuit Court. CI cuU% RONNIE FUSSELL qL�` � CLERK OF THE CIRCUIT AND COUNTY �j rr COURTS By: ALICE V. GRIFFIN �9_�tiunfs � As Deputy Clerk ZONING REVIEW COMMENTS � City of Atlantic Beach Community Development Department ri\ 800 Seminole Road Atlantic Beach, Florida 32233-5445 Date: 8/3/2017 Permit: RES 17-0120 Applicant: American Classic Homes i Review: ZONING Address: 3481 St. Augustine Rd, Jacksonville Site Address: 705 AMBERJACK Phone: 237-8989 LN d RE#: 171193 0000 Email: Jen@achllc.com Correction Comments 1. Setbacks: Section 24-105(e) requires 20 foot rear yard setbacks in the RS-1 zoning district. Please revise plans accordingly. 2. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. The height indicated on the plans does not indicate where it is being measured from. Please show the overall height from grade. 3. Side Yard Projections: Section 24-83(b) limits side yard projections into side yard setbacks, including roof overhangs, to 24". Please show the roof overhangs. 4. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 s years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. Informational Comments Please show all structures included in the plans and intended for construction in solid lines on the elevation plans. Zoning Planner i 1 City of Atlantic Beach GENE APPLICATION NUMBER Building Department (To be assigned by the Building Department.) g 800 Seminole Road AUG O ' y�� r Atlantic Beach, Florida 32233-5445 H LVU — S 1 - I Z O Phone(904)247-5826 • Fax(904) 24 -1845 jE-mail: building-dept@coab.us BY; L Date routed: I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: "70S fAry-,gGp_,p�CK LVD Department review required Yes No Applicant: F (\M;R..( A� 0 CLAS&0, anning &Zonin Tree Administrator Project: &-t'o St fvc� t L-V PublicWorks� u is1 i� u 91s TaTety 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: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: lee BUILDING PLANNING & ZONING Reviewed by-Date: TREE ADMIN. Second Review: ❑Approved 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: Revised 05/19/2017 -S 1r%L1J j' ,S'r J�I s, Comp. By: SRW �r Date: 6/19/2017 Public Works Department City of Atlantic Beach Permit No: RES17-0063 Address: 705 Amberjack Lane Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 9,867 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 1,867 9,867 1.00 0.19 Pervious 8,000 9,867 0.20 0.16 Runoff Coefficient(C)= 0.35 Runoff Volume V= 0.35 x 9,867 x 9.3 / 12 V= 2,687 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 9,867 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 2,974 9,867 1.00 0.30 %ISA = 30.1% Pervious 6,893 9,867 0.20 0.14 Runoff Coefficient(C)= 0.44 Runoff Volume V= 0.44 x 9,867 x 9.3 / 12 V= 3,373 ft3 Required Storacle Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 3,373 - 2,687 DV= 686 ft3 Retention MASTER WATER RETENTION 6/19/2017 Comp. By: SRW Date: 6/19/2017 Public Works Department City of Atlantic Beach Permit No: RES17-0063 Address: 705 Amberjack Lane Provided Storage: Elevation Area Storage (ft) (ft) (ft) 7.5 342 0 BOTTOM 38 X 18 Triangle 8.0 400 186 TOB 40 X 20 Triangle Elevation Area Storage (ft) (ft) (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft) 0 BOTTOM 0 TOB Inground storage=A*d*pf A=Area= 400.0 d=depth to ESHWT= 4.5 pf=pore factor= 0.3 Inground Storage= 540.0 ft3 Required Treatment Volume= 686 ft3 Supplied Treatment Volume= 726 ft3 Retention MASTER WATER RETENTION 6/19/2017 f'� Lyrj J'e' r�w L9 0_E --- ITY OF ATLANTIC BEACH J � D 800 Seminole Road 1 AUG201 l Atlantic Beach,Florida 32233 All- Telephone(904)247-5800 EO 4 -5845 RE 7 TSION REQUEST HEETJ- .NT AUG 15 2017 CORRECTIONS TO REVIEW CO Date: 141 Permit NuReceived by: Y Resubmitted: .� i�-ylzo Original Plans Examiner: Project Name: Project Address: AM I l� Contractor: QX� CI 10- f- QW0,5 LLC. Contact Name: _�fOKt�iniP Contact Phone : q04-,31 Contact a-mail: p gniQ LIC-)ll ija Revision/Plan Check/Permit Fee (s)Due: $ Description of Proposed Revision to Existing Permit: ISEUL Additional Increase in Building Value: S Additionaf S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print name) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Ageht(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: J N/A to Dept Plan Review Comments: D artment review required Yes No Buildin lanning &Zoning Tree Admmis ra or Plans Examiner ublic Works bc Utilitle Public Sa ety Fire Services Date Created 5/13/17 Rev.4 I ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department rJ s 800 Seminole Road Atlantic Beach,Florida 32233-5445 Date: 8/3/2017 Permit: RES 17-0120 Applicant: American Classic Homes Review: ZONING Address: 3481 St. Augustine Rd,Jacksonville Site Address: 705 AMBERJACK Phone: 237-8989 LN RE#: 171193 0000 Email: Jen@achllc.com Correction Comments 1. Setbacks: Section 24-105(e) requires 20 foot rear yard setbacks in the RS-1 zoning district. Please revise plans accordingly. 2. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. The height indicated on the plans does not indicate where it is being measured from. Please show the overall height from grade. 3. Side Yard Projections: Section 24-83(b) limits side yard projections into side yard setbacks, including roof overhangs,to 24". Please show the roof overhangs. 4. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. Informational Comments Please show all structures included in the plans and intended for construction in solid lines on the elevation plans. Zoning Planner ..fl , rJr) City of Atlantic Beach E G E 1% 47 APPLICATION NUMBER �3 Building Department (To be assigned by the Building Department.) 800 Seminole Road AUG 0 12017 s� Atlantic Beach, Florida 32233-5445 L- 5 l Z O Phone(904)247-5826 • Fax(904)24 45 E-mail: building-dept@coab.us — Date routed: EZ( It]7 City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM 9G . R 'K (� Department review required Yes No Property Address: "70S k(Y\ Applicant: Dime--p tQ4 D CLA SS i L P .Yf—,S anning &Zonin f Tree Administrator I Project: v eq'o St �3cj_ - 1— L ublic Works u is i i i u is a ety Fire Services Review fee $ Dept SignatureC_1 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: EApproved. []Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. [—]Denied. ❑Not applicable APUU ICWOR Co ments: IC UTILITIES -/-r-7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date Project Address / 0 �5 �1� � �C< ►� Number of Units Commercial Residential ✓ Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITY STAFF USE ONLY Application# ��J (� — 2 0 Water System Development Charge Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ 50, Other $ TOTAL $ CC) (Notes) APPROVED Kayle Moore, P.E. Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED ITY OF ATLANTIC BEACH its D 800 Seminole Road i Atlantic Beach,Florida 32233 AUG a 2017j�f ' I Telephone(904)247-5800 FAX(904)247-5845 RE SION REQUEST' HEET OR CORRECTIONS TO REVIEW COMMENT AUG 51011 Date: 14 f Received :b BY. Permit Numb I� 02p Y Resubmitted: Original Plans Examiner: Project Name: Project Address: 305 Amberr►ctGc- dye Contractor: p (WA'AOS IO- bomb LLC Contact Name: Contact Phone : Contact e-mail: 0i��; Revision/Plan Check/Permit Fee(s) Due: $ Description of Pro osed Revision to Existing Permit: IS Ifo 1 Additional Increase in Building Value: $ Additionaf S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print name) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Ageht(Contractor must sign if increase in valuation) Date Office Use Only Date: 7 Approved: X-kL Rejected: J N/A to Dept Plan Review Comments: -U- 7,- i r7 Ae�V,"Z— D artment review required Yes No S Buildin tanning &Zoning Tree Adminis ra or Plans Examiner ublic Works ublic Utilitie (y 7 Public Sa et -/`J — Fire Services Date Created 5/13/17 Rev.4 ZONING REVIEW COMMENTS City of Atlantic Beach Js � Community Development Department ic1 800 Seminole Road Atlantic Beach,Florida 32233-5445 .r� J1S1>'r Date: 8/3/2017 Permit: RES 17-0120 Applicant: American Classic Homes Review: ZONING Address: 3481 St. Augustine Rd,Jacksonville Site Address: 705 AMBERJACK Phone: 237-8989 LN RE#: 171193 0000 Email: Jen@achllc.com Correction Comments 1. Setbacks: Section 24-105(e) requires 20 foot rear yard setbacks in the RS-1 zoning district. Please revise plans accordingly. 2. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's roof structure or parapet and any attachments thereto, exclusive of chimneys. The height indicated on the plans does not indicate where it is being measured from. Please show the overall height from grade. 3. Side Yard Projections: Section 24-83(b) limits side yard projections into side yard setbacks, including roof overhangs, to 24". Please show the roof overhangs. 4. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an Affidavit of No Tree Removal. Both forms are available on the city website under "Planning and Zoning" and at City Hall. Informational Comments Please show all structures included in the plans and intended for construction in solid lines on the elevation plans. Zoning Planner OFFICE COPY Permit Number: 112C—S17 — 012-0 City of Atlantic Beach Permit Number: PRODUCT APPROVAL INFORMATION SHEET (PAIS) Project Name: American Classic Homes LLC Project Address: 705 AmberJack Lane Contractor: Roger Zeigler As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/ Manufacturer Product Description Code FL# Expiration Subcategory Version A. Exterior Doors 1. Swinging Masonite International Wood-edge steel Door 2014 4904.3 12/31/2020 1. Swinging Masonite International Exterior Fiberglass Door 2014 8528.1 02/28/2021 1. Swinging Masonite International Fiberglass Side Hinged Door 2014 8228.2 12/31/2020 Unit Opaque Ins swing single or double w/or w/o side light 2. Sliding MI Window and Doors General 910/3910 SGD 2014 17880.1 2/25/2019 Aluminum Company Garage Doors Amar Garage Doors 1000 Series 8'x7' 2014 5302.7 01/01/2025 OFFICE COPY LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Post Base Simpson Strong-Tie Co. AB44, AB44R, AB46, 2014 10860.4 12/31/2017 AB46R, AB66, AB66R Medium Twist Simpson Strong-Tie Co. MTS12, MTS16, MTS18, 2014 13872.12 12/31/2017 Straps MTS20, MTS30, MTS24C, MTS30C Girder Tiedown Simpson Strong-Tie Co. LGT2, LGT3-SDS2.5, 2014 11473.7 12/31/2017 LGT4-SDS3 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector Roger Zeigler Company Name:American Classic Homes LLC Mailing Address:3481 St Augustine Road City: Jacksonville State:Florida Zip Code:32207 Telephone Number: (904) 396-4955 Fax Number: (866) 329-6692 Cell Phone Number: (713) 689-8688—E-mail Address:jen&axhomes.net 4/28/2017 OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 705 Amberjack Ln 1762N Builder Name: Jacksonville Homes Street: 705 Amberjack Ln Permit Office: City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1697.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1415.30 ft- b.Frame-Wood,Adjacent R=13.0 282.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 10.Ceiling Types (1760.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1600.00 ft2 6. Conditioned floor area above grade(ft2) 1760 b.Under Attic(Vented) R=19.0 160.00 ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(156.0 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 352 a. U-Factor: Dbl,U=0.33 156.00 ft2 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:14.00 C. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.230 14.Hot water systems 8. Floor Types (1760.0 sqft.) Insulation Area a.Electric Cap:40 gallonsEF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1760.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 44.24 PASS Total Baseline Loads: 46.73 I hereby certify that the plans and specifications covered by Review of the plans and 0&S1iE STAr6 this calculation are in compliance with the Florida Energy specifications covered by this y _ O� Code. calculation indicates compliance �y b,,'' = V0 with the Florida Energy Code. Tim Isparyan / PREPARED BY: - _ Before construction is completed � � i DATE: - 5I29 this building will be inspected forE compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COP WV OWNER/ NT: b&40O BUILDING OFFICIAL: DATE: I SI 1--t- �-3 DATE: -- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 5/29/2017 11:33 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below _. Omt To Wall Type _ _ p R-Value __Ft In Ft In Area__ R--Valla Fraction Ahcnr Camra 1 S=>E Garage Frame-Wood Main 13 18 11 8 151.3 ft2 0.23 0.75 0 2 W=>S Garage Frame-Wood Main 13 16 4 8 130.7 ft2 0.23 0.75 0 3 S=>E Exterior Frame-Wood Main 13 14 4 8 114.7 ft2 0.23 0.75 0 4 E=>N Exterior Frame-Wood Main 13 1 8 8.0 ft2 0.23 0.75 0 5 S=>E Exterior Frame-Wood Main 13 4 4 8 34.7 ft2 0.23 0.75 0 6 W=>S Exterior Frame-Wood Main 13 5 8 8 45.3 ft2 0.23 0.75 0 7 S=>E Exterior Frame-Wood Main 13 10 11 8 87.3 ft2 0.23 0.75 0 8 E=>N Exterior Frame-Wood Main 13 46 8 368.0 ft2 0.23 0.75 0 9 N=>W Exterior Frame-Wood Main 13 48 8 8 389.3 ft2 0.23 0.75 0 10 W=>S Exterior Frame-Wood Main 13 46 8 368.0 ft2 0.23 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated Main None .4 2 8 6 8 17.8 ft2 2 S=>E Insulated Main None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S=>E 3 Vinyl Low-E Double Yes 0.33 0.23 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 2 S=>E 7 Vinyl Low-E Double Yes 0.33 0.23 20.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 3 E=>N 8 Vinyl Low-E Double Yes 0.33 0.23 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 4 N=>W 9 Vinyl Low-E Double Yes 0.33 0.23 45.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 5 N=>W 9 Vinyl Low-E Double Yes 0.33 0.23 40.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 6 W=>S 10 Vinyl Low-E Double Yes 0.33 0.23 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 1 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 399 ft2 399 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 1173.3 64.41 121.14 .1957 5 5/29/2017 11:33 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 705 Amberjack Ln, Atlantic Beach, FL, 32233 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1415.30 ft' b.Frame-Wood,Adjacent R=13.0 282.00 ft' 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms 4 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=38.0 1600.00 ft' 6. Conditioned floor area(ft') 1760 b.Under Attic(Vented) R=19.0 160.00 ft' 7. Windows" Description Area c.N/A R= ft' a. U-Factor: Dbl,U=0.33 156.00 ft' 11.Ducts R a.Sup:Attic,Ret:Main,AH:Main 6 35252 SHGC: SHGC=0.23 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 36.0 SEER:14.00 SHGC: d. U-Factor: N/A ft' 13.Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 36.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.230 8. Floor Types Insulation Area 14.Hot water systems a. Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1760.00 ft EF:0.92 b.N/A R= ft' c.N/A R= ft' b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building oliE Sr Construction through the above energy saving features which will be installed (or exceeded) ti0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. fill, �o Builder Signature: Date: Address of New Home: i6s PAY)w aLA-) City/FL Zip: �L�1(1t1C�(1�tC�f1 ri coD Jg� 32z�3 `Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/29/2017 11:33 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies(Mandatory). O R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 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. R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling 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 the 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 does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its 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 the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/29/2017 11:33 AM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 705 Amberjack Ln 1762N Builder Name: Jacksonville Homes Street: 705 Amberack Ln Permit Office: City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/29/2017 11:33 AM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Jab: wrightsoft, Date: Jan 19,2015 Entire House By. Avalon Heating and Air Plan: 1760R 3665 Spring Park Rd,Jadcsonville,FL 32207 Phone:9042451818 Email:avalonhvac@gmail.com Web:wwwavalonac.com License:CMC1249968 Project Information For: Jacksonville Homes LLC 705Ambedack Ln,Atlantic Beach,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.8°F Sensible gain: 28023 Btuh Entering coil DB: 76.8°F Outdoor design WB: 77.3°F Latentgain: 4405 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0°F Total gain: 32428 Btuh Indoor RH: 50% Estimated airflow: 1153 cf n Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140361 K+ARUF37C14A Actual airflow: 1153 cfm Sensible capacity: 26170 Btuh 93%of load Latent capacity: 7830 Btuh 178%of load Total capacity: 34000 Btuh 105%of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 31.8°F Heat loss: 24601 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140361 K+ARUF37C14A Actual airflow: 1153 cfm Output capacity: 34000 Btuh 138%of load Capacity balance: 27 of Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Goodman Mfg. Model: n/a Actual airflow: 1153 cfm Output capacity: 7.8 kW 108%of load Temp.rise: 33 °F Meets all requirements ofACCA Manual S. 2017-Oct-0314:43:41 ^1 wrlght.soft- Right Suite®Universal 2017 17.028 RSU23882 Page 1 ACCA ,..Dropbox\DuctLayouts\705PmbedackLn 1762L.rup Calc=MA Front Door faces:S N Level 1 Master Bedroom Fami Qgtfm 232 dm 1 8 i33 dm 12x8 'nen Bathroom Master B h 54 dm 1153 6a 52 Utility WI 1 drn Ki Cfm v 21 12x8 5" 4- -207 dm 6- Garage "Garage %1 dm 21 12x8 466 dr Job#: Avalon Heating and Air Scale: 1 :90 Performed for: Page 1 JadwnvilleHomes LLC 3665 Spring Park Rd RgttSLASUrivesal2017 705Am*adk Ln Jacksonville, FL 32207 17.OA RSUz1es2 AtanticBeaci,FL 32233Phone:9042451818 217-0d-0314.44:12 wwavalonac.com avalonhvac@gmail.com ya1sVO5Amha�alcLn176�1np w. Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size(in) (cfm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Mab Trunk rb5 Ox 0 1153 1153 88.4 0.123 826 16.0 Ox 0 VIFx 2017-Oct-03 14:43:41 wrightsofth Right-Suite@Universal 201717.028RSU23882 Paget ACCK ...DropboADuctLayouts\705AmberjackLn1762L.rup Calc=W8 Front Door faces:S OFFICE COPY This document has been e4ectronically signed using a 04tal Signature. Printed copies without an original signaturecrust ' be verified using the original electronic } version. j Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 1)� �• �" .••.•.. Florida Engineering Certificate of Authorization Number:0 27 '�,»«.«' �� '*r«•�f Florida Certificate of Product Approval#FL 1999 �. • � ✓ s «« �{. Page 1 of 1 Document ID:I VXL408-ZO218090128 41 'A Na.7tb1 Truss Fabricator: Accu-Span Truss Conpany .lob Identification: 1507941762 M/Covered Patio- -Aver i can Classic Ho --V05 nz (15079-/1761 Truss Count: 30 f Model Code: Florida Building Code 5th Edition (2014) ?,�.;c(QR1Q .`'rv�► Truss Criteria: TPI-2007(STD) *-*A*"•'�* Engineering Software: A I p i ne Software,Version 15.01. s1"At Structural Engineer of Record: The identity of the structural EOR d i d not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 32.0 PSF @ 1.25 Duration Floor - N/A Mind - 130 NPH ASCE 7-10 -Closed Notes: 01/18/2017 1. Determination as to the suitability of these truss conponents for the William H.Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nest Retch the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss conponent drawing. Orlando FL,32837 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408 Details: BRCLBSUB-14015EC1-GBLLETIN- # Ref Description Drawing# Date 1 67816--T23 17018006 01/18/17 2 67817--T22 17018008 01/18/17 3 67818--T21 17018004 01/18/17 4 67819--T20 17018002 01/18/17 5 67820-419 17018021 01/18/17 6 67821-418 17018003 01/18/17 7 67822-417 17018001 01/18/17 8 67823-416 17018002 01/18/17 9 67824-415 17018003 01/18/17 10 67825-414 17018004 01/18/17 11 67826-413 17018005 01/18/17 12 67827-412 17018006 01/18/17 13 67828-411 17018016 01/18/17 k+ D •ti 14 67829-410 17018009 01/18/17 15 67830-409 17018014 01/18/17 t; 3 16 67831-407 17018001 01/18/17 17 67832-406 17018019 01/18/17 } 18 67833-405 17018018 01/18/17 �. 19 67834-404 17018005 01/18/17 O ' 20 67835--TO3 17018007 01/18/17 21 67836--TO2 17018017 01/18/17 22 67837--TO1 17018020 01/18/17 23 67838--PO3 17018007 01/18/17 24 67839--PO2 17018008 01/18/17 25 67840--P01 17018009 01/18/17 26 67841-4J01 17018015 01/18/17 27 67842--EJ01 17018013 01/18/17 28 67843--CJ03 17018010 01/18/17 29 67844--CJ02 17018011 01/18/17 30 67845--CJ01 17018012 01/18/17 This document has been electronically �. signed using a Digital Signature. Printed copies without an original sianature must be verified using the original electronic 1 1 I J version. I V Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando PL 32837 Florida Engineering Certificate of Authorization Number:0 27 � N'S •� .�, Florida Certificate of Product Approval#FL1999 : \C Page I of I Document ID:IVXL408-ZO218090128 No.70861 4 Truss Fabricator: Accu-Span Truss Conpany # ? Job Identification: 15079-/1762 W/Covered Patio- -Anter i can Classic Ho --'1Q5 I'A f 15079-/1762 • r t Truss Count: 30 Q ••, l�� Model Code: Florida Building Code 5th Edition (2014) ��fi•- 4 R Truss Criteria: TPI-2007(STD) •"�" " 1 Engineering Software: Alpine Software,Version 15.01. oil NA Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: Roof - 32.0 PSF @ 1.25 Duration Floor - N/A Wind - 130 MPH ASCE 7-10 -Closed Notes: 01/18/2017 1. Deternunation as to the suitability of these truss conponents for the Willia H.Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nest rm tch the date shown 2400 Lake Orange Dr,Suite 150 on the individual truss conponent drawing. Orlando FL,32837 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408 Details: BRCLBSUB-14015EC1-GBLLETIN- # Ref Description Drawin # Date 1 67816--T23 17018006 01/18/17 2 67817--T22 17018008 01/18/17 3 67818--T21 17018004 01/18/17 1� OFFICE C O PY 4 67819--T20 17018002 01/18/17 5 67820--T19 17018021 01/18/17 j 6 67821--T18 17018003 01/18/17 7 67822-417 17018001 01/18/17 8 67823--T16 17018002 01/18/17 9 67824--T15 17018003 01/18/17 10 67825--T14 17018004 01/18/17 11 67826--T13 17018005 01/18/17 12 67827--T12 17018006 01/18/17 13 67828--T11 17018016 01/18/17 14 67829--T10 17018009 01/18/17 15 67830--TO9 17018014 01/18/17 16 67831--TO7 17018001 01/18/17 17 67832--TO6 17018019 01/18/17 18 67833-405 17018018 01/18/17 19 67834--TO4 17018005 01/18/17 20 67835-403 17018007 01/18/17 21 67836--TO2 17018017 01/18/17 22 67837--TO1 17018020 01/18/17 23 67838--PO3 17018007 01/18/17 24 67839--PO2 17018008 01/18/17 25 67840-401 17018009 01/18/17 26 67841-4J01 17018015 01/18/17 27 67842--EJ01 17018013 01/18/17 28 67843--CJ03 17018010 01/18/17 29 67844--CJ02 17018011 01/18/17 30 67845--CJ01 17018012 01/18/17 ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - T23 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 138 (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :61, B2 2x6 SP SS: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. Calculated horizontal deflection is 0.20" due to live load and 0.18" (a) Continuous lateral restraint equally spaced on member. due to dead load. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X46 5X6= 3X4= 5X&- 5 r 3X4 7- -1 5X6% (a) 5 3X6(F9)= (a) IE i11 s-1-2 3 B2 7X8= 5X10= 5X10- 2X4 III Al 3X6 — $-1-2 3X6(Al) 3X6(F9)= SS0712= 17-0-0 9-8-13 14-7-3 4-4-0 37-0-0 F 41-4-0 Over 2 Supports R=1425 U=225 W=4" R=1345 U=167 W=4" RL=188/-182 ��HinHlNlyurr rf Design Crit: FBC2014Res/TPI-2007(STD) ,Poo M H• PLT TYP. 18 Gauge HS, ave FT/RT=O%(0%)/10(0) 15TY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. ••WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL cox e7ORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF REF R408-- 67816 T'"Tru-ws r�ufre o crone care n fabricating, h-1-g, shipping. -n tel 1—ane b acing. R`fer co 11 = DATE 01/18/17 Least oI BCSI (BuliCing Cmpononc Sefaty Infarnacion, bysTPl'an WTGA>`far, e y prat°c `pr�• o.708 1 's TC DL 7.0 PSF o pa rforning lc osa functions. InscalI_,-ball P:o tdo canporary breclnq per WS1. Unloa.nocatl ocn c top chortl steal IM1I,—pr opor I llechatl st r.. Tal sh•etM1irg and bottom c oro shell Mya a properly a rlgl col l Ing. Locat��ns ah«n`�or parnanon["latera reatra�nt of web-steel l M1we br•cing Ins[allotl p *5• : BC DL 5.0 PSF DRW HcusRaoB 17016006 rl �� .� aocclons 83, BT or.1 •s eppl lcablc. Apply plates co oath Isco of cru antl poaltlon•s shown ebovo na . d IIII'I� O 1'1�� tM1a 1— Detala. unla-a natatl atM1eran°. Rafar to tlr.wi"a,BGA-: rar';tan paation,. _ °to S AT 0 e��r BC LL 0.0 PSF HC-ENG KD/WHK Alpine, a tlivI slon of ITN Bulltling Components Group Inc. shall not bo raspansl b to for eny tlovlatlon fro- = A� a��(. Crewing, any felluro co bulltl ch°truss in confornenca wick AN51/TPI 1, or for handling, shipping, w aeA 1 •�\ -{� S EQN- 5636 50 AN ITW COMPANY Inau la a.reale,of t...saa. /. \ .• 1� TOT.LD. 32.0 PSF A«.I«CM1I•tlr•wlrq er eewr p.W. 1)•Clrp Ch1.tlr•wlrp. Iib le.t•••eaDC•he.of prof«•1on.l «glr,eerinW ••••,�•••• FROM CH r•.Ppla blllcy«lar Tor cM Uml9n shorn. Th•ful4bll lty•l,tl u«of thl areeing for my•tr=,"• I•c r..pon.lbi l ity of the&I lding Designer ANSI/TPI , 5 .z. Rk Ai DUR.FAC. 1.25 � 2400 Lake Orange Dr.,Suite I50 pef A'Mr Orlando.FL 32R37 Far Iwra Inrar-• Ian 1-Jobs 9.narai n -page a th.-a web Nra�r IwM FL COA MO 27g ALPINE: www.elpina l......cTPI` `spin-tear,; WTCA: www. a�y..—; IDG':.:.',aa«fa.arg SPACING 24.0" JREF- 1VXL408 ZO2 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( '15079-/'1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - T22 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :61, B2 2x6 SP SS: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.18" due to live load and 0.17" due to dead load. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft. factor for dead load is 1.50. from roof edge. 6X6= 2X4 III 6X6= 3X4% 53X4 5X60 s- -1 3X4- 3X6(F9) r 0-9-1 9-1-2 B2 7X8= 5X6= 3X8- 5X6= 2X4111 T 8-1-2 3 3X4(E3)= 3X6(F9) 3X6(E3) ul SS0712= LE_�_ 15-0-0 13-8-13 11-7-3 4-4-0 36-0-0 e 40-4-0 Over 2 Supports R=1398 U=236 W=4" R=1308 U=172 W=4" RL=164/-152 ��CllnahU W fbnr r. Design Crit: FBC2014Res/TPI-2007(STD) H• ff�' PLT TYP. 18 Gauge HS, ave FT/RT=O%(O%)/10(0) 15 F 3P' •• cTY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. '•WARNINGI READ AND roLLOW ALL NOTES ON S I DRAWINGI TC LL 20.0 PSF REF R408-- 67817 "IMPORTANT" FURN ISN THIS DRAB ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truaaaa roqulro oac roles care n fabricating. M1antlling, wn ipp�ng, n calling and bracing. Refer to an oil O 708 1 o letos[mlUon of BCS (Bulleing Conp...—safc[y lnferwatlon, byTPIIntl BTCA) far s.r.cy Prattle ri s TC DL 7.0 PSF DATE 01/18/17 to Porfor.Ing c o.o funcclone. Ins proviso cawporary bac ng por BCSI. Unless no[ae ocn a .op chore aha Ihh.—p1:;.' y sha'h's t.tt . ah..thl.q.ne batt—where,hal l h..,e.preP.rly art r BC DL 5.0 PSF rlgle cooing. L«.cions shown ror porw.nenc Iecer.I reacr.lnc or rhea anal) haeme braing Insunotl po Bcs'. ' _ DRW HCUSR408 17018006 a n �� thc[lona B3. B]or 10,ay5^t1d Itblowlsa R Apply Places to a.cna'.cso`r'ru cane Poal[lon as iti...bovf tl :• S AT 0 _� AL O e J... Dotes Ia. 1 [qe gthcr Rarar.p er..l,ga,BOA_:rgraa.mere p- py d-1na. ; BC LL 0.0 PSF HC-ENG KD/WHK Alpino. a d.—ion or ITB Bulla leg Conpononcs croup Inc. sh oaponsible ror any e o roi% • �� f L� area ng. any&ailuro[o buil.cm truss in conrornancc wl cn ANSI/TPI 1.ror for-dl—9, sniDDing. •• w.l� TOT.LD. 32.0 PSF SEQN- 563653 AN ITW COMH4NY Insta 1.a on a bracing or crussas. ,. •,• A...1.n thl.Or.Blrlg or—p.g. r..pan.lblll[y.ol.ly ror tea e..lgn.Ih1o•w1 l. Nerawlrlg. ImqI—ptpof« Ioa « l «r.l Utg1pNAL DUR.FAC. 1.25 FROM CH r..p.nalb111tY or cne Bulleing Deal grrer par ANsl/ l 1 Sec.2. tin 2a(MI Lake Orange Dr.,Suite 150 rMpBY]gEl„M� Orlando.FL 32837 F...e nferw.[len a la Job•.gener.l n .P.ge.ne[ web alta: SPACING 24.0” J RE F- 1 VXL408 Z02 FL COA'0278 ALPINE .alpine llcw.cow; TPI: ww p—t.org: INTCA: www.sbclmuscrY caw: ICC: www.Iccs.fe.orp 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber-Jack Lane JACKS - T21 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :B1, B2 2x6 SP SS: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.18" due to live load and 0.17" due to dead load. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 7.50 ft. factor for dead load is 1.50. from roof edge. 5X6a 3X4= 5X6= 5X6= 3X6% 3X4% 52X4% 5-11-1 5 r 3X4 0-9-1 9-1-2 B2 7X8= 3X4= 5X6= 3X8= 5X6= 8-1-2 3SS0712= 3X4(E3)= 3X6(F9)= 3X6(F9)= 3X6(E3) III 13-0-0 17-8-13 9-7-3 4-4-0 36-0-0 E 40-4-0 Over 2 Supports R=1398 U=440 W=4" R=1308 U=413 W=4" RL=143/-131 ��pUFnuII pllphOn rryy i Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauge HS ave FT/RT=O%D(O%)/10(0) 15 3.•.' 01. 1 TY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. ••WARN MNG I•• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI . TC LL 20.0 PSF REF R408-- 67 8 1 8 "IMPORTANT" FURN ISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : `^ Trunnon r*qulro 0 o.b ar n a rlcacing. nandling, sh 1p —9. n Colum,and b Ing. Reror co an oll II 708 1 ,. oeitl on o rBCSI`(11-1-9bCo.ponont Saraty Inrar.etlan. by'TPI a d WTCA,:r aty preatia Pr. x TC DL 7.0 PSF DATE 01/18/17 toopor ror.ing c one runctlons, nh n provlee te.porery brecing par SCSI. aUn3esa nocad oU w a .,chore ahall"hevo properly attached structural nheeMlrq and bottom c ore shell bevy.properly etc dl[ : BC DL 5.0 PSF DRW HcusR4oe nolsooa r lgle colling. Locatlona nhawn roc per.anen[ l.ter.l r. calm or coon n all have brecing Inatallod BC$ a — �� occlona Ba, B]or B4O. .ppllcabla. APPIY—t.dry•cha l•cnotr coni `rw ponitlon ea aoowntabovo d Lae S AT O `+ d Cha Jalnt Data ln. unto tae atbarwl.e. Rarer to ingn,BOA-:car';and.rd plea panitlann. BC LL 0.0 PSF HC-ENG KD/WHK Alpino, .divl.l on or ITO Banding Cwponenca G'* Inc. >ti onponnlbla roc any a rro� a �� r•L�� Ing. any ra a oro co bond ma v.,nn In cdnror.anco with ANSI/TPlbl.ror car handling, shipping.o �M•�/�a. •� �f��V TOT.LID. 32.0 PSF SEQN- 563644 AN ITW COMPANY an.cal laclon d brecing or trusses. S V A...I—"I.d—IrIg wI1-1.1,Nldr-1.9. Inlet .ee.ptof peT. lel 11 NI'Mn h . — rt.N r. .lblllty wI.ly or r igo . I. �A ,e�t�, 2400 Lake Orange Dr.,Suite 150 repon.IEl l lty of t Bal ldl,,De.lgnar per ANSI/TPI 1 Sat.2. �rrNW (W`•' DUR.FAC. 1.25 FROM CH Orlando,FL 32,37 Far.... Inror.acl an. ml.J.b'n,amoral n a page and c......b � FL COA#027, ALPINE: www.alpinalcw.00.: TPI: www.tpin t—g: WTCA: www.nbclnduntry.cm: ICC: ..ra.erg SPAC I NG 24.0" J REF- 1 VXL408 ZO2 01/18/2017 ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber-lack DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ack Lane JACKS - T20 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent live load. factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3X6,- 6X6=— 3X4= 5X6= 5X6= � s 2X4 (a) 2X4111 5 � 4-1 -1 1-�1 �8-1-2 5X6= 5X6= 3X8= 5X6= 6X6= 3X6(A1)= L 11-0-0 ,I 21-8-13 I 7-7-3 I fE 40-4-0 Over 2 Support R=1396 U=442 W=4" R=1308 U=415 RL=116/-104 H=H1 ��qu+Hmi4lryrnrn Design Crit: FBC2014Res/TPI-2007(STD) �e PLT TYP. Wave FT/RT=O%(O%)/10(0) 15 �•.' QTY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI •'I MPORTANr'• FURNISH THIS DRAWING TO ALL CGNTMCTGRS INCLUDING THE INSTALLERS. • .s TC LL 20.0 PSF REF R408-- 67819 Tru,w raq .rc c c cmc arc n e rico[ing, hantlling, n In tai ntl b R`Ter to an al ' ,. she letost a a rr BCSlc(B.,itlingbCaap.=',Sa roc Inroraecion, b~TPI en RICA r r aT 708 1 y pp ng y % in1 a^ TC DL 7.0 PSF DATE 01/18/17 o perform nglt ono!unction,. In,ceiicr,nh II provitla c.apore ry b acing par BCSI. oUnie„ o etl oth w to h, chortl ahelI heva Properly ettahatl,tra<tur.l ,haething e,1 batto,<h.rtl.hell have.prap.rly att • BC DL 5.0 PSF rlgltl..IIin , L-tI...,haven for pernanenc lecorel rastrant or w.b,when have bracing Irmcell.tl P BCS _ DRW HCUSR408 17018002 ALM M1cfiona B]. 67 I. B.... ..yya^pplieabie. Apply Placa,to.....160A-Z— centl po,lum.,Bhownt.bovo tl S S AT O :Q`E a paint Gateil,. Pnie OuiI atharm sa. Rarer to tlrewing,,BDA-Z ror'; —IbI Plate pe,ltien,. /� f BC LL 0.0 PSF HC-ENG KD/WHK [..Vino. ,y vi,I. or ITW Id th ng ConPanon[s croup Inc. ,h t b1 r.aponsihla for any tl fro,%a t I"• f•,��C' -ng, any r i ,... g ba utl cha cra55 in<onroraen<o with ANSI/TPI ,, or ror hentlling. ,hipping,o ,��••...• 1•••'•�� TOT.LD. 32.0 PSF S EQN- 563 476 AN ITW COMPANY a n<ai iacion A bracing or cra,n«. (`N An N.1 on NI,drealllg or Bever pep. I I,ting thl.Gram ng, IWI-t.,..o.ptenp.of prof.,.l.n,l wVirooring 0 NA Y�� r„pon,lbl l Icy wl.ly for f tlo lgn shawl. TM w bl llty—u..of"I,tlr,wing Tor erry.tru<tur. I• I �7' 24(10 Lake Orange Dr.,Suite 150 raspon,1 b I Icy of tn.BI.I II 11q Geelgn.r par AWS I/ I 1 s.<.R. �wyrT� �-..� DOR.FAC. 1.25 FROM CH ' Orlando.FL 32937 Far.er. inrar.. inn to i, ne ch... MIHMr FL COA#0278 ALPINE: .alpinoicw.co.c TPI s.— 3ob',gonarei n s pogo a web s .tPlnet.arg; WTGA: .w:..bciMa,try.ton: ICG: Iww e.r..arg SPACING 24.0” J RE F- 1 VXL408 ZO2 01/18/2017 ( 15079-/1762 W/Covered Patio- -AmTHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. erican Classic Homes -- 705 AmberJack Lane JACKS - T19 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. (J) Hanger Support Required, by others Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent live load. factor for dead load is 1 .50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X6= 3X4= 5X6= 2X4 III 5X6= 4X6=- 2X4--- 5 X6=2X4-5 r 4-1-1 8-1-2 V 3X6(Al)= 3X4= 5X6= 3X4= 5X8— 4X6= 3X6111 1— 9-0-0 _I, 31-4-0 I = 40-4-0 Over 2 Support R=1396 U=439 W=4" R=1308 U=426 RL=123/-39 H=H1 �yMii11i1 H I Ny g 1fI//�," Design Crit: FBC2014Res/TPI-2007(STD) �S `T�� .. H.. PLT TYP. Wave FT/RT=O%(0%)/10(0) 15 -,3,_ ` TY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. •*WARN ING RNI•• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI REF R408-- 67820 ..1101 RTANT— FUISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •• TC LL 20.0 PSF r Trosws r.gulfe c cmc arc n fa Clea.ng. nand ung, shipping, in cal ing and b acing, Rofer to an al 0.708 1 TC DL 7.0 PSF DATE 01/18/17 tlltlon orrBCSlc(BulldingbCompononc Se focy Informeclon, byaTPllantl WrCA)rfor seracy praccic rpra a s [oap.rro..ing the fonccions Installers Snell provide temporary bracing p.,SCSI. Unlea,noted o n op c shall bevy properly a Cached svuctl sh,,thI q end bottom chord.ball have s properly BC DL 5.0 PSF r igidncedl I ing. Lo..`ons sM1owntfor pa rea rein,of rebs anal l 1,—bracing instal lotlip wB.. ° DRW HCUSR408 17018021 ae,lona 63. B]or B10, as evppli eab lv.i3B. y pietas C--inM1 taco of Cru -nd position as aM1own above tl o . O GM10.loin,Ooteils, unless n tad otM1erw Refer[o togs 160A-Z foray lord plate positions. S S AT O •�� EIC LL 0.0 PSF HC-ENG KD/WHK Alpine, a tlivlsion or ITW Building Components Group Inc. Snell not be responsible ror any tlavlatlon froti< �e �� •/W C nq. any ra a aro m b la me v�aa .n conformance wrtM1 ANSI/TPI ,. or far M1eneling, snipping, •. v TOT.LD.LD. 32.0 PSF AN ITW COMPANY l seal I——A bracing or erc.,o,. +� .••'C` SEAN— 563486 An w.l on tole dr.rinW pr edvar page II-eing tela dr IW, IMle.t..a pt.ne..T pr.fa..l.n.I —gin»rllp •••,'•• FROM CH reepon.l blllTy.olsly for tM1e da.Ign.horn. The.ultabi lily and Lea oT H,Ie d...IW far..y.tractor. 1.th �S/Q N.t DUR.FAC. 1.25 2400 Lake Orange Dr.,Suite 150 reapona1 b i,Ity or,na Badding Oe.Ignar par MSI/TPI ] Sae.2. +1r•�MYWl1iMIWM� Orlando,FL 32837web Por morn Inrarma ion i.�.., ,...... pogo and meas FL COA#0278 ALPINE: .—pi—it—...<TPI'rw.tpinat.org; WTCA: www.n .abclndm,ry.con; Ice: me:.ivca.fe.ary SPACING 24.0" JREF- 1 VXL408 ZO2 01/18/2017 ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - T18 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQU I RED Top chord 2x4 SP #2 Dense :T2, T4 2x4 SP #1 Dense: Nail Schedule:0.128"x3", min. nails Bot chord 2x4 SP #2 Dense :62 2x4 SP #1 Dense: Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 :W10 2x4 SP #2 Dense: Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails Special loads in each row to avoid splitting. ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 55 plf at -1.33 to 55 plf at 7.00 anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC TC- From 28 plf at 7.00 to 28 plf at 20.51 DL=3.0 psf. GCpi(+/-)=0.18 TC- From 28 plf at 20.51 to 28 plf at 33.43 TC- From 28 plf at 33.43 to 28 plf at 40.33 Wind loads and reactions based on MWFRS. BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 7.03 Right end vertical not exposed to wind pressure. BC- From 5 plf at 7.03 to 5 plf at 13.61 BC- From 5 plf at 13.61 to 5 plf at 26.97 (J) Hanger Support Required, by others BC- From 5 plf at 26.97 to 5 plf at 40.33 TC- 217.21 Ib Conc. Load at 7.03 Deflection meets L/240 live and L/180 total load. Creep increase TC- 163.42 Ib Conc. Load at 9.06,11.06,13.06,15.06 factor for dead load is 1.50. 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06,33.06 35.06,37.06,39.06 Calculated vertical deflection is 0.66" due to live load and 0.60" due BC- 390.81 Ib Conc. Load at 7.03 to dead load at X = 20-2-10. BC- 95.65 Ib Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06,33.06 35.06,37.06,39.06 5X10= 3X4= 5X6= 2X4 III 6X6= 3X10= T2T4 5 Wy 3- -1 8-1-2 / H0510= 62 H0510= 3X6(Al = 2X4111 3X4= 4X8= 3X6111 L 7-0-0 _I_ 33-4-0 fE 40-4-0 Over 2 Support R=3128 U=1010 W=4" R=3243 U=1048 H=H1 ,� rr Design Crit: FBC2014Res/TPI-2007(STD) >�',VIVO' IVO' A H. PLT TYP. 20 Gauge HS, ave FT/RT=O%(0%)/10(0) 15 .�•• 3 f` TY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. ••rARNINCI•• READ AND FOLLON AxION THIS DGI ,' "IMPORTANT" FURNISH THIS DRAWING TO ALLL COINTRR RIUADRS INCLUDING TC LL 20.0 PSF REF R408-- 67821G THE INSTALLERS. : G Trosaes..gulrl a enc arc In.abri....... hantlling, shipping. Ins[e TPI end KTCA)lling and b.or safety pr,Ing. Rear t1.n .ell o.708 1 ? TC DL 7.0 PSF DATE 01/18/17 a odlcion 1lrRC511(guilding Coepononl Safety In.or.scion, py ` pr1 o 0........t....... 1111"'. Installers sM1 I provide ca•p11 cry b...I-par SCSI. Unless noted o h Ise� s top c 1rtl aM1ell M1ev1 prlperly a tet 1d strucc ahoethlrp e d bona•chord shell h...a properly e t "lid l lug. La..liln1 aha farhpa ruanent"I-- r.atr.1�1 a.•.b,'hal h.va br I,, Inalal d`P GCs: BC DL 5.0 PSF DRW HCUSR408 17018003 A& r1 ��N FFM1cclons G3. BT or 810.5Sa"eppli cablae�IsA R Pletoa to each faceeo!Cru ten rd plan es sevetl nVf d . e Ills lll�O t o Jo1nc Doteila. unto cod oth r e Reier co dravinga,GDA.1.oras d rd place poslclons.� t S AT U �C t �I �g BC LL 0.0 PSF HC-ENG KD/WHK Alpine. a dlvi sl on 1. ITR Ruled .coupon.ncs Group I".I shall n t ba response hie Tor any d 1 rotic ' V ing, a.y l ,I.ra to b.Ild 1M11 trss in.1".nrna"11.Ith ANSI/TPI ,, 1r I1r handling. shipping. �a TOT.LD. 3 2.0 PSF AN ITW COMPANY °Seal au1 babrau"g or cr.su'. �•• , .••'(_�` � SEQN- 563492 An.••1 en chi.dr••Ino•r eewr p•o• I I•,eIna this dr Img, Indle.t...•••pt•nb•oT proT. I. ,I,I rgln.•r1.0 ysfl'O�A�EN b. r..pon.Ibl I Ity wI.Iy Tor m.dwlgn.ho•n. The wlt.bI I icy.nd uY oT tfli.dr••Ing Ter..y.CruC"r. I• , 11.•11 `p DUR.FAC. 1.25 FROM CH 2400 Lake Orange Dr.,Suite 150 r.apin.lelllcr ar m.R..Ilel"g Dasign.r par ANSI/TPI 1 s .2. 4�'1//MRIMMIM�/w ^ Orlando,FL 32837 For,cora ,"r1r. ion la 31b ganara n1 'page and masa.ab FL conaong ALPINE elpinoitw c e`TPI sww cpinst.org: NTCA: •..,sbclndusvy.con; ICC3.... erg SPACING 24.0" JREF- 1VXL408 Z02 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - T17) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :131, B2 2x6 SP SS: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.21" due to live load and 0.18" (a) Continuous lateral restraint equally spaced on member. due to dead load. Truss passed check for 20 psf additional bottom chord live load in Bottom chord checked for 10.00 psf non-concurrent live load. areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft. factor for dead load is 1.50. from roof edge. 5X6= 3X45- 5X6 5X6% WOO 9- '-6 3X6 5 (a) (a) 5 r (a) 9-1-2 J 3 62 7X8= 3X4= 5X8 5X6= 3X6(Al 8-1-2 3X6(F9)% SS0712= 3X6(F9)= 21-10-6 19-5-10 4-4-0 37-0-0 E —41-4-0 Over c Supports R=1382 U=165 W=4" R=1496 U=168 W=4" RL=246/-226 ��p1111Nt111Nl1IN1/41 Design Crit: FBC2014Res/TPI-2007(STD) � %PM••••.:a,kiQ�'%� PLT TYP. 18 Gauge HS, ave FT/RT=O%(0%)/10(0) 15. `f73'QS 0 QI'Y:3 FL/-/3/-/-/R/- Scale =.1875"/Ft. —WARNING MI• READ §tA FOL AL xorEs ox THIS ORIDING TC LL 20.0 PSF REF R408-- 67822 ••IIPORTART•• FURN ISN TNIS pND FO TO ALL CBNTES ON T I DRANIG THE INSTALLERS. Tru,xa rogulre c e.e are n a ricacing, bantlling, shipping. In tel Ing antl b acing. Rotor to antl e I w; 0.708 1 TC DL 7.0 PSF DATE 01/18/17 e IaceaC edition of rBCSlc(BuiltlingbCo.ponenc Safocy Infor.eclon, bysTPllene TRCA)rfor safety precc lco P . N o Por r.lnp cheae functions. Ins aM1ell provide tempora ry bre<ing pow Bc51. Unless rwtad o I-chord Shall have properly--thoI acructurel —ItM1lrp one botCo.chore sM1eII have a properly ecta o • _ rigid tellllp. Locetlona aha.,for per.anent L[era re,trant.f vroba ah.II hove br.ci., 1n .lied pe CB S AT O BC DL 5.0 PSF DRW HCUSR408 nolsool ,S �� ryc[lans B�. B7 or.8 1 — PPI—b— Apply pl —Grew.,.I Ao Z cru one position ea Shown ebova a S o �% • !_ a 111111 a Joln[Detalla, u to toe ocb—iso. Rotor co Inge... -Z forsscarMerd plate posit Ions. �e • c tAlpino, a di—I..of ITR Bulldig Ce.penents G...p Inco t be responsible ter eny daelalen rro. ./. �•�� BC LL 0.0 PSF HC-ENG KM/WHK Ing, eny f Ilurc co bol ld the cross in confor.anco wlcM1 ANSI/TPI 1, or for bantlling, shipping, e• AN ITWCOMPANY "�:�alletlen L breeing of treaaea. �F •••....- •• U` TOT.LD. 32.0 PSF SEQN- 587225 A••al en-1*drewing er eewr WW I Iwtlnp t/lla draelnp. Ind leat••eeeeptanee eT proTMelenal wpinasrl ng A' MI r•apo.alCnity a I,ly for the design wh . The wluen Icy.rle p..or thl.arolnp row..r ecrlacllrw I. y��/0IYAL 2400 Lake Orange Dr.,Suile IXl r.epen.lbllity or w Bnl Id.-Gaalgner per ANSI/TPI T S-2. w 4kN"4wT DUR.FAC. 1.25 FROM CH Orlando,FL 32837 For.oro lnfer.e len Job a general n pogo.ne these web FL COA NO 27H ALPINE: www.alpinolcw.ce.t TPI: ww:cla p—t—g: RICA: www.abclnduacry.cow: [CC: .:.Ite..f...rg SPACING 24.0" J RE F- 1 VXL408 ZO2 (15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - T16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x6 SP SS :B3 2x4 SP #1 Dense: :B4, B5 2x4 SP #2 Dense: Wind loads and reactions based on MWFRS with additional C&C member Webs 2x4 SP #3 design. Lumber value set 1113B" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.20" due to live load and 0.17" due to dead load. (a) Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in Bottom chord checked for 10.00 psf non-concurrent live load. areas with 42"-high x 2411-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft. factor for dead load is 1.50. from roof edge. 5X6- 5X6-- 5X60 X6=5X6=5X60 5X6 5 r 5X6% 2X4,0 9-1 -1 (a) 5 3X60 8X10= 9-1-2 3 3X4 B3 5X6, 64 5X6= BS 3X6(Al)= -1-2 3X6(F9)% SS0712= 3X4= 3X6(F9)= 21-0-0 18-13_j_ 18-7-3 4-4-0 37-0-0 E 41-4-0 Over 2 Supports R=1429 U=168 W=4" R=1519 U=171 W=411 RL=237/-217 �1��IlgtllNtpµgtr t4 Design Crit: FBC2014Res/TPI-2007(STD) #'--�\P...•••..:. PLT TYP. 18 Gauge HS, ave FT/RT=O%(0%)/10(0) 15. �3•' �f#7Y:2 FL/-/3/-/-/R/- Scale =.1875"/Ft. ••rARNINGI•• EAD HAM FOLLOW ALL NOTES ON THIS DRANINGI TC LL 20.0 PSF •'HiORTANT'- FURNIsx THIS DRAWING TO ALL CONTRAcrORS INCLUDING TBE INSTALLERS. F : = REF R408-- 67823 Trusses roqulra°:Ira.....re In rabrlcating, handling, ahipping, Installing and b Ing. Rarer to a,M ell • Q./08 1 L the Lta.t a.itlen rBCS (a..:. Celpenant Safety Inrernalen. by TPI and WCgr.r safety p—tite ,ri : TC DL 7.0 PSF DATE 01/18/17 fo Performing[naso runetlons. In.CalII",shell pr ovlda tenporery breeing per BCSI. °Unl.ee nota.*the eP Chard,na11 n«�Preperryyy-t,onetlo acre[[ra anaa ,�end batten a snagI nave.Prep.rly • g BC DL 5.0 PSF DRW HCUSR408 17018002 rigid ca Iing. L dons s ror p rmanant°lateral rest,.Int f be a eeviI nava br.C11. ,n 1.1:.d p: °CS • S AT O s B]. 87 or 810, as appllcab Apply plate.to a.cn rata or tru en.position ea sllom,l.Dove a aL�P! the;.—Data,e. ani...hated-her.is.. Rarer t.d...I...,DDA_:for'....d.rd platBC LL 0.0 PSF HC—ENG KM/WHK F sA.Pena. a..y s or IW B.a ding components Group Inc. shah not be respond b]a ror.ny daalauon rr•n y�I , •.� i ng. .ny r '°ata baled t e crass ;n cenrermanta stn ANSI,TPI ,. er ror handling, shlppin9• (. ...........NGT TOT.LD. 32.0 PSF SEQN- 587222 AN ITW COMPANY In.cel,,tion'1% bracing or trusses. {- A•..I en eBl•Or.N ing or a.yr WW 11•t ing NI.Or.Ning. IM la.cp•ea•pt•roe of profe..len•1.nRln.arinp A east In l l I%dreary.ror Cee deelpl•low,. MI w—I l,ey lea tee se u,I..rolrq ror•,ry•e.,,ecur• I• •+,F,CONAL E p,� 2400 Lake Orange Dr.,Suite 150 r-.pa.,-Ib...ty°r tn.wll.l,q D—g—par ANSI. I 1 S.t.2. ��wM,,;'Ml 1 OUR.FAC. 1.25 FROM CH Orlando.FL 32837 Far Lara inrerm. len la�.b'.ganaral n a page and these Cab ALPINE: .'t.,.—;tTPla SPACING 24.0" JREF- 1VXL408 ZO2 FL COA M0278 .IPIn tpinsc.org; WICA: ew. be lrMuscry.ca•: ICC: .erg 01,1812M THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ('15079-/'1762 W/Covered Patio- -American Classic Homes -- 705 Amber-lack Lane JACKS - T'15) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense :61, B2 2x6 SP SS: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. Calculated horizontal deflection is 0.21" due to live load and 0.19" (a) Continuous lateral restraint equally spaced on member. due to dead load. Truss passed check for 20 psf additional bottom chord live load in Bottom chord checked for 10.00 psf non-concurrent live load. areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft. factor for dead load is 1.50. from roof edge. 5X6= 5X6= 5X6 5X66 3X410 (a) 2X4�i 8-3-1 5 r T (a) 5 (a) 9-1-2 J 3 B2 7X8= 5X6= 3X8= 5X6= 3X6(A1)=_ 8-1-2 3X6(F9)% SS0712= 3X6(F9)= 19-0-0 5-8-13 16-7-3 4-4-0 37-0-0 1-4-0 Over 2 Supports R=1390 U=173 W=4" R=1467 U=177 W=4" RL=216/-196 �NOU1111I1Nryr1rD/��yb Design Crit: FBC2014Res/TPI-2007(STD) �{'` ..H;••k�/'.` PLT TYP. 18 Gauge HS, ave FT/RT=O%(0%)/10(0) 15. x:' IE �TY:2 FL/-/3/-/-/R/- Scale =.187511/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI _ TC LL 20.0 PSF REF 8408-- 67824 ••IIFORfANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .' e Tr's`oss regulro a trane care n is brl...... Handling, ship.Ing, in call ingE antl b Ings. Refer Co antl oil iD 71^8 v the a st aEltlon of SCSI (Builtling Com.._Safoty Information, bysTPl an WTCA)rf r afoty practice pri q S TC DL 7.0 PSF DATE 01/18/17 o perforning eh•sm fune[lans. Installers shell provide temporary b acing p.r SCSI. oUnle.s n W och Vg top chor0 shall M1evo properly etCe.heE sCructu rel sM1eaChlrg anI boli m c.,d shall have a properly alta nWf 1 1191E.all,ng. L...tlens shown for parmanant lateral restraint bf webs sM1all have br.eing ins[elleE pv BCS • ' _- BC DL 5.0 PS F DRW HCUSR408 1701 8003 �^ � e.t Ions all. i or 810, as apps lcabl o. Apply plat..dr l.g,16OA-Z cru anE pgsp—I as t'. ebovera •: S AT O e d O Ch.Al Joint Datalls, u.1 IT n8.11 oCM1arwise. Ref a1 Erawings 160A-2 rorsstanEbl pl.[a pe.itlens. BC LL 0.0 PSF HC-ENG KM/WHK Alpino, a diylsl on of IT'.Bull.Ing...p11...Group Inc. sh C b1 responsible far any d---f j /•� �•(!, E wing, any f ,lura to bulla the cru as In conformance with ANSI/TPI 1, or for M1anEling, shipping, mJ •• v AN ITW COMPANY i .cal la[lan,'bracing of[raeeee a'c�G- • ...,�.-'aG\� TOT.LD. 32.0 PSF SEQN— 587219 An«.1 en CAI,dr«ImW er eewr Ww I belnp this tlr«Ing, Intl la.c•.« PT•n«eT Pr•r•«1• 1 gin«rinp Ill«lorry fbr the a«Ign aho•n. The sul[ebl l icy•nE u«or ul•dr—Ing rot.ny ser urw I.[h 41�,{J�A� & asponslbn lly of cM1a Bu1lEing Designer per NISI/TPI 1 sa..z. �, A11MeIWM�M` DUR.FAC. 1.25 FROM CH 2400 Lake Orange Dr.,Suile 150 NYd Orlando,FL 32837 Enr mare inrarmau an. la dab s 9.naral nor s.ago ana cM1e.a wan FL COA NO 278 ALPINE: .elpin.icw.com: TPI: www tpinac erg; WTDA: www. try.. ICC SPACING 24.0" J RE F- 1 VXL408_Z02 om8 20)7 (15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - T14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft. factor for dead load is 1.50. from roof edge. 5X6= 3X4= 5X6=- 3X4-0- 5 X6=3X4%5 r 5 5X6% 3X4! (a) 7-5-1 3X6 -0-0 +8-1-2 1- -1 T T 3X6(Al)= 7X8= 2X4111 5X8= 6X8= 5X6= 6X6= 3X6111 5X8= 2X4111 17-0-0 1 9-8-13 1 14-7-3 1 IE 41-4-0 Over 2 Supports R=1349 U=211 W=4" R=1341 U=168 RL=171/-158 �NTII,IIII I IN/Ilhl// Design Crit: FBC2014Res/TPI-2007 STD PLT TYP. Wave FT/RT=Oh(Ok)/10(0) 15. �'7•' f QTY:1 FL/-/3/-/-/R/- Scale =.187511/Ft. '*WARN INGI" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. : D TC LL 20.0 PSF REF R408-- 67825 Trusaas roqulr.a cranio caro In,abriceting. nandling, snipping, n Calling ana b ing. Rofor to ene of 0.708 1 cna Isaac ad clan or BCSI (B11lai ng Componanc Sa fecy Informetlon, ey~TPI end NTCA)r�r aafaty Pracciac pry V — TC DL 7.0 PS F DATE 01/18/17 to perform ingltnona func[lona. In.callora sn II provltla temporary bra<Ing per BCSI. oUnlesa notal ocn 1� a op amara ana I nava Properly.tt,ch.d acraacoral aheetnl, ."bottom mora anal1 neve a P—Perly ecce BC DL 5.0 PSF rigid 11111"9. LOC.tiOea Hawn 1,par..nont Iteral ras[r.1 t of wenn ab.11 nave bl—Ig Inabll.d Po BCS . S AT O DRW HCUSR408 17018004 L�P � or810, eaa.ppllublo. Apply plated co o.cna'.c^oof cr .ntl poaltlon ea anown abovard tna�alnt Dotal l.. nolo,,"ata,atn.rwlaa. Rarer to ar.winga,BGA-Z far at.nd.ra p1.te paaltlana. :c�,�,£ BC LL 0.0 PSF HC-ENG KM/WHK A.Plne, a 11vis�on of IA Building Components G1*1P Inc. sH [bo rospon.ible Tor."y dovlacion r mm� •a /�� •(�, C' drawing, a"y,a�lara co lla mo vaa. In tonfarmanlo wit"AMSI/TPI ,, or Mor Handling, snipping. '• .••�\wF' LD. 32.0 PSF SEQN— 58721 6 AN ITW COMPANY i seallaceon b bral�ng.7--- TOT.F •aa awe• Anw•I e"col.tlr•wlrp er aeyr II•g• II.t I"g-1.d—ing. InJl.ac•• TM wlubl Ilcy of UI.tlrol aea•ptarle•of�rfe...lY•I Irl..""g ♦��S/oNA —...yL� fit, rofponf l b...ty l•ly far t/l•arlgn Vs,. •"a uw 2400 Lake Orange Dr_Suite 150 reap^^*Ibnity or t,»6.1Idl"g 0—.,per AN •t SI/TPI t S .2. ure M�l/Mgl�lrml/W DUR.FAC. 1.25 FROM CH • Orlando.FL 32837 For mor. thi.Jab'a gan...I n n P.9.ana th—I woo c FL COA#0278 ALPINE: . Ip ; TPI: www Plnacorg; WTCA: ww..abcirlauacry.ca.: [CC'. lcw.cww. .a,g SPAC I NG 24.0" JREF- 1VXL408_Z02 01/18/2017 (15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - T13) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase MWFRS loads based on trusses located at least 15.00 ft. factor for dead load is 1.50. from roof edge. 6X6= 2X4111 5X6= 5X6% j 5 5L; 3X6 6- -1 1- -1 +8-1-2 3X6(Al)=— 2X4111 5X6= 3X8= 5X6= 6X6-- 3X6111 I, 15-0-0 I 13-8-13 I 12-7-3 FE 41-4-0 Over 2 Supports IR=1349 U=223 W=4" R=1341 U=172 RL=150/-137 H=H1 �,�a��N111I I I1N INpI/If' Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/10(0) 15. ]•'ea W• TY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. "WARN I NG I" READ AND FOLLUR ALL NOTES ON TH I S DRAW I NG I •'IIPORTAN" FURNISH THIS DRAWING TO ALL CONTRA (IRS INCLUDING THE INSTALLERS. 71 TC LL 20.0 PSF REF R408-- 67 826 Trusses redulro a[rano cera In fabricating, hanaiing, shlpping. Inece a Ing ane b inB. Refer t.ane .II �• o.708 1 TC DL 7.0 PSF DATE 01/18/17 a latest otl le lon.f SCSI (13.11.1^1 Conpanenc Sa loty Inforneel on, by TPI antl ATCA)r!r safety prectic. prI o porforelnR those Iunctlona. Inacallers sD II provltl.[%^pore ry brat In.por BCSI. .Unless noc•tl oth top chore•Dail Da..properly attechotl et ructurel ah ethlnR antl botew tll.rtl spall Dave a properly ecce a rI91e to IInW. L-1,I—.horn far....an.nc let.re roar.ln[er w.ba shall he.o braclrp Imcalletl pa BCS ; • C BC DL 5.0 0 PSF octlonaiB]. 87.r 810, as•PPI IcaDlc. Apply plata.tP...ha'o.n%r vp e.tl pool[le...•.boon abava S AT O •/� DRW HCUSR408 1701800s Qthe Jalnc D.tall.. ..loss not.tl.th.rris.. Rofor co erarinys 1--2 for•ataraare place poalclona. % •`t AIPIn.. .tl1.1•l.n.f IW B.1le;.g G..p.n..ta G...p Int. aD t D.reaponalbl.f any ae.lau.n fr. �•' � BC LL 0.0 PSF HC-ENG KM/WHK ere.ing. any failure to bulla the truss In co.for.a .with ANSI/TPI 1. or for handling, —pping. AN irw co MPANY instal Iati on b bracing or trusses. ........a.e•a 'w•1 oD CDIe drrmlD,or•oyer p•W 11•tino Nledr..l Dee F v\�i`� TOT.LID. 32.0 PSF $EQN- 58721 3 aepenelbility l.ly ror the tl••Ipn•lcwl. TDe keel'I Ityr'.nd uv Ifp 11 are.Irgrror•.y A Ygl X 1. y structure Is + �•Q�A� 2300 Lake Orange Dr..suite ISO r.epansl bllity If tr,.Wulltl l.lg Oasignsr For ANSI/TPI 1 Sec.2. rye MHol" `"1 DUR.FAC. 1.25 FROM CH Orlando.FL 32137 Ear a1.re inrerna 1.n Ia J.D'a Benorel n .P.R.a the..web a FL COA 00271 ALPINE: .elpina Kw.c.s<TPl srrr tpina rg; RCA: rrr. cry.a.l.: ICC: .r..'lccaafe.ery SPACING 24.0" JREF- 1VXL408_ZO2 01/18/2017 (15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber-lack Lane JACKS - T12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 Top chord 2x4 SP #2 Dense psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X6= 3X4= 5X6= 5X6= 5 3X4 3X4ft 5 r 2X4111 5-9-1 �8-1-2 3X6(Al 2X4111 5X6= 5X6= 3X8= 5X6= 6X6= 1— 13-0-0 17-8-13 I 10-7-3 FE 41-4-0 Over 2 Supports IR=1352 U=424 W=4" R=1342 U=423 RL=129/-116 H=H1 dA�lnalnmTR)nnfy, Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/10(0) 15 1 : •23Y4 QTY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. ••WARNI NG I•• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI • �. TC LL 20.0 PSF REF R408-- 67827 ""P ••ORTANTFURNISH THIS DRABING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses r.qulro o Crone aero in fanrlc.t—g, n—d—g, snlpping, instilling and er inq. Refer t.a al `_. DATE 01/18/17 tn. lewsc edit—of SCSI (Rulldl.g Carp.n.n[5eraty Inrorwa len. by TPI .ntl WCA) -r ety precti sfpri o.708 / L TC DL 7.0 PSF o por ng tnoso rvn<tlonI. Ins Here Snell provew ce•porary Hr.cing par BCSI. nuns —. � x cop1d�an•a H•vo pr.Porly. nee scrvcc ra snaaarq•na oocco.enera sHa 1 nava•prop.rly a ar.d I ing. Location.snows fl,per.enen[l.[...I r of sees sn.l l I,—er.cing In•tillatl` r�{C BC DL 5.0 PSF DRW HCUSR408 17018006 FE� w tlonsie3. B]or 810, as appllaanl.. Apply pl.[as tosaacnif•c.oT tru antl poalc eon ss ali.wrl.bov d • , a he Jo1nC Della, unless noted otne%.i Roror co dr•wings 1BOA-2 for'sc.nd.rd plat.poal[lona. �• T O tAlpine. •drvlslon of ITR Building Co.pon Group Inc. sna l not be responsible ror any tlavl.[lon �. /C @�f BC LL 0.0 PSF HC-ENG KM/WHK AN irw COMPANY 11"g.scaat oy 1.1 Trac- Ce r trusses truss in coatornance wren ANSI/TPI 1, or for Handling, snipping. •• l ^A'n H ,c'• 1 1��' ` TOT.LD. 32.0 PSF ea•��`++ DUR.FAC. 1.25 FROM CH587210 A s•al an this Nrswlng or eswr pew II•ellp tell•drssing. Intllestss•ecept•ne•If prorssslen•I •rle lns•rI V r••pon•IYIIICy whey for dl•aa•Ign•He.n. Tn•wltiel l Ity.lm u••of U1•tlroing ror•.ry•[ruc[ur• 1• 2400 Lake Orange Dr.,Suite 150 r.•p..l•iN...c,or—B..ldl.lg D.s IS—par ANS IrtpI t S«.2. •9►4H ONAI. �tlA•1 • Orlando,FL 32837 Far Hero rotor.. sa �.)en a g...ra a a P.ge end tn.s.wen •�WWIryBNINEM FL COA NO 278 ALPINE: www.alpinaitw.c TPI: www tpinsc..rg; WCA: . bli.austry.c.n; ICC3..icca.Po 9 SPACING 24.011 JREF- 1VXL408 ZO2 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - T11 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 6X6= 3X4= 5X6= 5X6= 2X4 Mfta (a) 2X41" 5 4-11-1 8-1- 5X6= 5X6= 3X8_ 5X6= 6X6= 3X6(A1)= 11-0-0 I 21-8-13 I 8-7-3 I I E 41-4-0 Over 2 Support R=1429 U=452 W=4" R=1341 U=424 RL=119/-112 H=H1 ��pgnunluulrrrrnnf/ Design Crit: FBC2014Res/TPI-2007(STD) rf 1 H. PLT TYP. Wave FT/RT=O%(O%)/10(0) 15 1 e •�23Y 4 QTY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. "WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI • t. TC LL 20.0 PSF REF R408-- 67828 ••INPORTANT" FURN ISN THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requlro c cmc arc n Tabrlc.ting, handl'"', sM1lpping, in callingd ane b Ing. Rarer co a "1 o latest a (tion"frBC51r(Builtling C..Po... SeToty InTormaclon, by TPl .n WTCA,`.r araty preset' a`pr; o.708 1 TC DL 7.0 PSF DATE 01/18/17 o po rforning thoso r Installers s 1 provide ca.porary b Ing per SCSI. oUnlass noted o S cop chard sM1ell h o properly et[acM1ad st rucc rel a.eathllq end bot[wtch.rd shall have a properly a r lgld tolling. Loc.t—.....I for p......It"I.— refuel It of w.b.shall have brat'"' Installed` C BC DL 5.0 PSF DRW HCUSR408 17018016 a ��0 act Ions Baa RT or 610. as aoppllcable.i—, y plates Co eeeh faceoif eur Rend posleion as shown aDo " O CM1a Jaint Data ls, unless n tad ocher, a ReTGr co drawings 160A-Z r —Ib. Plata po.Itl.nf. • S AT O • BC LL 0.0 PSF HC—ENG KD/WHK Alpino. a Iv s f ITW Building Co.ponencs Group Inc, shall n efponflDle T any tleviation f s•e 1:1 �([.._ ng, any r u urs c itl<c truss In conror.anc"wicM1 ANSI/TPI DI,` ^.' , a•,. y�p� TOT.LD. 32.0 PSF SEQN- 563471 AN ITW CO MPANY scallaclo"S Dracing or"trusses. - or ror handi�n', shipping, •ae Anaael en thla drawing or Boyar pegs Ilating Nle drawl,, Indleatee I—Ptanea of profeaelanel �g In—, .........•.. G reaponel Dlllty solely for th.deal gn!hewn. Tia fulGblI lty and—of thla drawl.,Tor any ser urs la ch SAl ` rC� 2400 Lake Orange Dr.,Suile150 e.Ponslbllily.f the Bulldl.g Des'grror par ANSI/TPI 1 Sec.]. • %5�ON AIL ^� DUR.FAC. 1.25 FROM CH Orlando,FL 32837 For..res 'nrar.a Ian is,,ob'f general " f a•ga and thafa womb 'Aftem"11% � FL COA NO 278 ALPINE: .alpin `TPI s tpin .org; WTCA: . cimuftry.c ICC'I . .erg SPACING 24.0" JREF- 1VXL408 Z02 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - T10 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 6X6= 3X4= 5X6m 2X4111 5X6= 4X6= 2X4- .:: �] 3X6(Al 3X4= 5X6= 3X4= 5X8— 4X6= 3X6111 T 1— 9-0-0 I 32-4-0 I fE 41-4-0 Over 2 Support R=1429 U=450 W=4" R=1341 U=436 RL=123/-39 H=H1 r.yil{111H IlNlfllrl!I! Design Crit: FBC2014Res/TPI-2007(STD) o+� H. "%• PLT TYP. Wave FT/RT=O%(0%)/10(0) 15 • �/�4 TY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. "WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ••IWPONTANT`• FURNIsx THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. , `%-r TC LL 20.0 PSF REF R408-- 67 829 Trusws require a ane era In Tebriceting, handling, nh 1pping, Installing entl b...l,p. Refer to a Toll �• the lates[edltlan o r8CSI`(Bulitling Component S—ty InTorwaclII. by TPI entl w]CA) Ter e.ray pratlt prl• 0.708 1 ' TC DL 7.0 PSF DATE 01/18/17 Toren in thong T Installers shell omp"rary b Ing par °per g pre"Ian c ecsl. unl.ee noted och r cop thord shall have properly a hld s r r•I ahesth 1:% . ag a m` _ ell have a properly e c .•�•. 1 N grigid telling. Laces lana nhowe for pornanonC"lateral r«tre e or`wcbs`s sM1eva Drecing Inatnllatl`p BCS, ' ; BC DL 5.0 PSF DRW HCUSR408 17018009 d �^ eeelons BS, 1 or B10,33n^pplleehlo. Apply places to.Ing 16OA-T cru rand position as shown above nd IIILI�I rAl Jalnt Dntalln, unlit .il atharwlae. Rn,er to 1%.inga 160A-Z Tarns entl) pieta penitlann. a t• fi AT O 11'. �£ BC LL 0.0 PSF HC-ENG KD/WHK Alpine, a tllvisian oT ITW Bulla lag L«ponants Group Inc. n ell n t be responsl Dla Tor any tleeletlon Tros • V Ing, any T I c to bulla the crusn in conTormanco wIII,ANSI/TPI 1, or Tor h—d—g, shippin a� `. AN irwcOMPANY ncaI lac.oa A brating or crannen. g ��.e4 •��•,••G�a�' ' a TOT.LD. 32.0 PSF SEAN- 563481 A«.I en thla drew lag of eewr pilo. Il.ting"I.dnwing, Indle.t«mccept.ne6 of prof.«lonai engin«rl ng respone l bl llty«lely Tor tllw de.l gn ahe.n. Th..ul tabIl Ity.nd u«of U1.drawing Tor illy structure Is th S/ ((( 2400 Lake Orange Dr.,Suite150 ^sl° I:ty of the eulldInG Daalgner per MSI/TPI 1 Sec.2. NIN � �"' OUR.FAC. 1 .25 FROM CH Orlando,FL 32837 For nes InTar«riga n thin Jab'n genera a page and these web niten: SPACING 24.0" J REF- 1 VXL408 ZO2 FL COA 90278 www ALPINE: .e Ipl sol-- TPI: www.tpl—t—g: WTCA: wvw.nb.ild.—y.— ICC: www.1..seTe.org 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber.lack Lane JACKS - T09 ) Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: Nail Schedule:0.128"x3", min. nails Bot chord 2x4 SP #2 Dense :132, B3 2x4 SP #1 Dense: Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 :W12 2x4 SP #2 Dense: Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- From 55 plf at -1.33 to 55 plf at 7.00 within 6.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, TC- From 28 plf at 7.00 to 28 plf at 18.64 wind BC DL=3.0 psf. GCpi(+/-)=0.18 TC- From 28 plf at 18.64 to 28 plf at 29.69 TC- From 28 plf at 29.69 to 28 plf at 41.33 Wind loads and reactions based on MWFRS. BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 7.03 Right end vertical not exposed to wind pressure. BC- From 5 plf at 7.03 to 5 plf at 12.67 BC- From 5 plf at 12.67 to 5 plf at 24.17 Calculated horizontal deflection is 0.13" due to live load and 0.12" BC- From 5 plf at 24.17 to 5 plf at 35.66 due to dead load. BC- From 5 plf at 35.66 to 5 plf at 41.33 TC- 217.21 Ib Conc. Load at 7.03 (J) Hanger Support Required, by others TC- 163.42 Ib Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06,33.06 Bottom chord checked for 10.00 psf non-concurrent live load. 35.06,37.06,39.06,39.69 BC- 390.81 Ib Conc. Load at 7.03 Deflection meets L/240 live and L/180 total load. Creep increase BC- 95.65 Ib Conc. Load at 9.06,11.06,13.06,15.06 factor for dead load is 1.50. 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06,33.06 35.06,37.06,39.06,39.69 Calculated vertical deflection is 0.70" due to live load and 0.64" due to dead load at X = 18-4-3. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X8= 3X4= 5X6= 2X4111 5X6= 4X6= 3X10= T2 5 rW 3- -1 8-1-2 2X4111 H0510= B23X4= H0510= 63 4X6= 6X6= 4X6(A2)4X6(A2)=- I, 7-0-0 _1_ 34-4-0 _I IE 41-4-0 Over 2 Support R=3218 U=1039 W=4" R=3445 U=1113 RL=99/-35 H=H1 ��µginuuttlNrrrfrr n Design Crit: FBC2014Res/TPI-2007(STD) +i` ��j� H• PLT TYP. 20 Gauge HS, ave FT/RT=O%(O%)/10(0) 15 y•• • 'P/,y TY:1 FL/-/3/-/-/R/- Scale =.1875"/Ft. wwWARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRARINGI p REF R408-- 67830 "IMPORTANT'- FURNISH TH THIS DRAWING TO ALL CONTRACTORS INCLUDING E INSTALLERS. TC LL 20.0 PSF TrusCes rpqulrp p cmc are n a ricacing, hantlling, sM1ippin9, n tel Ing and bracing. RCfer tp anfpr�t x TC DL 7.0 PSF DATE 01/18/17 atlicion orrBCslc(BuildingbComp.ncnc Safety Informecion, nysTPlland WTCq) r e y PZ-1- 1111-11y racc�c 0•`08 1 [pep.rfo rming c pse Iun.clpns. Installers shell provltlp temporary n acing per SCSI. pUnle.,noted o h c .p cM1ortl steal lhhevc Properly e ta.hetl,trp.tur.l ,heathing a tl nett m.herd,hell have a properly aVt .4 BC DL 5.0 PSF DRW HCUSR408 17018014 rig itl tolling. Locations sM1pwntfor permanpnt lacpral rpst rein.of wpbs shall havp bracing Instellptl P 5 a „.Liens 63. BT or B10, as-1a-d ceCblp.IsApply pleats to posh f16OA-Z mer st-d-dsltlon as sei.- n d . F9� c c Join<Occails, un loss n tea h r c Rnfer co tlrawings-.1 i a re plate posiclens.� e t S AT O Alpha, a division of ITW Buileing Cnmpenent,Grpnp In.. hall n espensibl.f any tl frsy o 'ly,� BC LL 0.0 PSF HC-ENG KD/WHK AN ITW COMPANY sta�gi acro r ra.c c r trusses ru ss ,n conformance with ANSI/TPIn1. or ror handleng, shipping.p �^� .aw1�` C .wi 1"y^8abl.r ng o ciltl th t ��. GTOT.LD. 32.0 PSF SEAN- 563510 Aq•I on[nl•Cr•.Ing or eovr p•g• IbCing NI•Er•.InR• hW lc•b•• pC•ne•or prpfo•lon,l •npin••rlrp S w,"� a N rosppnsl pillty wlply fpr Cha d..lgn,M1p.n. Tha,pIC.EII1Cy•lw use oT[fll,d..I..ror.ny,tructu re I,t .,+ S/�]�IA� la• DUR.FAC. 1 .25 FROM CH 2400 Lake Orange Dr.Suite 150 re,ppn,ibi llty of-Ilii lding De,lgner per ANSI/TPI 1 Seo.2. M' A1. Orlando,FL 32837 Fpr more ,nfion a Job's 9...1.1 ne ,page and cheap wpb alces: FL COA#0278 ALPINE'. www..lpinc t.or ac TPI ` it tpI sc.prg; WTCA: www. cry..o.: ICC: www. .erg SPACING 24.011 JREF- 1VXL408 Z02 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Ambei-Jack Lane JACKS - T07 ) Value Set: 138 (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED Top chord 2x4 SP #2 Dense Nail SChedule:0.128"x3", min. nails Bot chord 2x6 SP #2 Top Chord: 1 Row 012.00" o.c. Webs 2x4 SP #3 Bot Chord: 2 Rows ® 6.00" o.c. (Each Row) Webs : 1 Row s 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails I each row to avoid splitting. SPECIAL LOADS 4" O.C. spacing of nails perpendicular and parallel to --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) grain required in area over bearings greater than 4" TC - From 55 PLF at 0.00 to 55 PLF at 2.01 TC - From 28 PLF at 2.01 to 28 PLF at 4.95 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC - From 55 PLF at 4.95 to 55 PLF at 12.08 anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC TC - From 60 PLF at 12.08 to 60 PLF at 13.42 DL=3.0 psf. GCpi(+/-)=0.18 BC - From 5 PLF at 0.00 to 5 PLF at 4.95 BC - From 10 PLF at 4.95 to 10 PLF at -12.08 Wind loads and reactions based on MWFRS. BC - 1308 LB Conc. Load at 1.02 BC - 1308 LB Conc. Load at 3.02 Deflection meets L/240 live and L/180 total load. Creep increase BC - 3243 LB Conc. Load at 4.95 factor for dead load is 1.50. Left end vertical not exposed to wind pressure. 5 4X4=- 4 X 6 X4=4X6 4X6 3-11-6 � 5 8-1-2 5X8= MOM 3X10111 3X6(A1)= Lc1-4-abJ 1- 2-0-2 _1_ 10-0-14 _1 < 12-1-0 Over 2 Supports- R=4377 upporterR=4377 &1430 W=4" R=2239 U=701 W=4" �H11rIrIH liH ifl/lprr,4 Design Crit: FBC2014Res/TPI-2007(STD) AP"o H• PLT TYP. Wave FT/RT=0%(096)/10(0) 15 "P 'Ql�y TY:1 FL/-/3/-/-/R/- Scale =.375"/Ft. ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS ORWINGI TC LL 20.0 PSF REF R408-- 67831 ••Il§MUANT•• FINMISH THIS ORANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require ems ar In febricating, handling, shlpping. Install ing Intl brecing. Rarer t toll •• the lemsc editioneofrSCSI`(Building Component Safety Inrormeclon, by TPI Ind WTCA) Tor aaraty pract"c prl• 10.708 1 _ TC DL 7.0 PSF DATE 01/18/17 [o perrorming these Tun<Clons. Inataliera sM1ell provld.cemporery brecing per BCS I. Unless notetl oCM1 r lee - op shard a all have properly.techod strut[res ....tlrl,rg dna bocton chord shell heves a properly e[ = DRW HCUSR408 17018001 rlgld c Iing. L...tlona aho--1 permanent"leter.I r resnt If webs ablll heves brecing I-,IIed`p �S a � BC D L 5.O PSF A �� T•. he .,. D. .1 - 810, ea aoppll cablo.IsApply plates co I.g race oT iru Intl position ea aM1orn above ntl a III IL-� o Jalnt Dat.11., arils..n ted atria rw a ReTar to dr.wing.16OA-2 Tora.t.nd.re pl.te pa.Itlan.. a t S T 0 f �, BC LL 0.0 PSF HC-ENG KD/WHK tAlp-. a dlvlslan IT ITW Building Components Group Inc. shell not be responsible for any devlacion r . A� a�a awing, any failure to but Id chs truss In<onTormanca with ANSI/TPI 1. or for handling. .hl pp I., r •.Is AN ITW COMPANY dlnscalla[Von A bracing aT tra..a.. A<�S••, •• ,.•G�� TOT.LD. 32.0 PSF SEQN- 563699 A...1 en thl.tlr.wlnp er e-1 P.O. II-Irg Ute er.wlrlg, Intllb.t..Ibt.pt.nt.IT proT�..len.l.nginwrin0 •�•' rw;-lllibl lity wl.ly far the tle.IWn.horn. Th.Iulubl I ley Ina uw or Lh11 tlrlw lrrg Ter Iny.tractor. I. M S/O�A� DUR.FAC. 1.25 FROM CH 2400 Lake DranL'e DT.,Suite 150 r."-Ibl I Ity If the ISI Idly D.ignar per ANSI/TPI 1 Sec.2. �•rI ' Orlando,FL 32837 Far mar. Inrarme t-dab'.genel n a pegs end these web. � J REF- 1 VXL408 ZO2 i ~ 1 FL COA k0278 ALPINE: www.alpinalcw.com ctan TPI: www.ira pinac.org: WTCA: www. bcindustry.con; ICC: www. ccsafe.org SPACING 24.0" 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber-lack Lane JACKS - T06 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= 2X4 III 2X411 5 F-- --1 5 4-A-7 1 j +9-1-2 - -7 9-1-2 2X (Al)-- 1- -o +s-1-2 3X4= 2X4(A )_ 3X4=- 3X4=— L<1-4-Ch. X4=3X4=L<1-4-(D —5-8-0 3N5 12-1-0 L 7-8-2 _I_ 10-0-14 _I 17-9-0 Over 3 Supports R=261 U=107 W=4" R=469 U=160 W=4" RL=101/-117 R=590 U=141 W=4" �puuauuprnnhr hh4, Design Crit: FBC2014Res/TPI-2007(STD) .fC,gf'.,,, PLT TYP. Wave FT/RT=O%(O%)/10(0) 15. 1•:' QTY:2 FL/-/3/-/-/R/- Scale =.375"/Ft. *WARN INGI" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI TC LL 20.0 PSF •'IWPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �• •'3 REF R408-- 67832 Trusses require a cmc are In fabrica[Ing, M1antlling, shipping, in calling entl bred.,. Refer to anis il 0.708 1 Me latest e I RC51`(Builtling Cap...nt Safety InTormaUan, byTPIane WrCA> f ety prattlari ; = TC DL 7.0 PSF DATE 01/18/17 Co per to rmingit oso functlona. Ina[allors sM1 11 prpvltle temporary bracing par SCSI. eUn ass notetl o<M1 �g ap chord sM1.II„havp Proporly a[[.cbetl atructarel sheathing entl bot[n ch.,d shell have.properly aBC DL 5.0 PSFr lgltl telling. Loc.tlons shown for perment lateral ras[r.In<of webs s„all have Ore[Ing Ins[alietlpCS ; - DRW HCUSR408 17018019 �� acconsBJBT8esapplicable. Applyplaces to eacM1 faceoof cru entl position as sM1etro . S AT O aunless nB..I o<„erwlsa. Refer tp tlrawings 160A-2 farss[antlartl pl.te po.ltlpn.. : ' BC LL 0.0 PSF HC-ENG KD/WHK 19� Alpine, a tlivlslon of ITN Bulltling Components Group Inc. s„all n[bo respanslble for any tl m • Awing, anyf nurc to b 1t„ANSI/TPI , rarp h F- `.•.. ,aa,,•G�,� TOT.LID. 32.0 PSF SEQN— 563695 AN(rw cc MPANV a tallatlon&aerating ofucra4s�s. F An...l•n Chl.tlr.wing or a .,p.q. 11•ting U1.d—I.W. Intllc.t..—pt....of prof...I a.l gl.Nr Ing - '.8;o.lblli[y wI.1y for[h.Oa lgn shown. The fulGDlIIty entl use oT NI•tlr.wing for.ny atr urs If tD �q N A4 ^� 2400 Lake Orange Dr.,Suite 150 responslbll my pf—Belleing D.igner per ANSI/TPI a S«.2. yhwrrNawlw„0Wl` OUR.FAC. 1.25 FROM CH Orlando,FL 32837 Far mare �nfarma tan ea l n entl chase web s Job s gonore s page ISPAC I NG 24.0” JREF- 1VXL408_ZO2 FL COA kO 278 ALPINE: www.elpinelcw.con cTPI: cpinst.org; 'PTCA: sb . c lntluatry.c CC Srww.l ccsefo.org 01/18/2017 ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - T05 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Stack Chord SC1 2x4 SP #2 Dense::Stack Chord SC2 2x4 SP #2 Dense: design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Gable end supports 8" max rake overhang. Top chord must See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing not be cut or notched. requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) In lieu of structural panels use purlins to brace TC @ 24" OC. to dropped top chord in notchable area using 3x4 tie-plates 24" o.c. Center plate on stacked/dropped chord interface, plate length Bottom chord checked for 10.00 psf non-concurrent live load. perpendicular to chord length. Splice top chord in notchable area Deflection meets L/240 live and L/180 total load. Creep increase using 3x6. factor for dead load is 1.50. 4X4-- 5 F-- 5 3X4 4-2-10 1 3 X 4 3X6(C5) 9-1-2 2X ( 5)= 1- -0 �.8-1-2 3X6(C5)= 6 I TT 3X4= 2X4(C5)=— L<1 X4(C5)1E1-4-a.1F 5-8-0— QW9 11-9-0 _1_1-4-0b11 2-2-2 NNL 4- - NNL 4 0 13-1-0 -7 1-8-3 5-4-2 7-8-14 1-8-3 47- 5-8-0 12-1-0 17-9-0 Over 3 Supports aN R=251 U=93 W=4" R=306 U=118 W=4" RL=98/-113 R=68 PLF U=15 PLF W=11-9-0 Note: All Plates Are 2X4 Except As Shown. x"40 H rlu"'ra„y PLT TYP. Wave Design Crit: FB 201 Oh/0P I/ 0 07(STD) 15 P a� ffll.; k ° ( ° ) ( ) IPJ �f�`tTY:1 FL/-/3/-/-/R/- Scale =.375"/Ft. •'WARN I NG I'` READ AND FOLLOW ALL NOTES ON THIS DRAWING I ••IMPORrAMr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p ''i TC LL 20.0 PSF REF R408-- 67833 Trussoa roquira.......caro in rabricating. handl ing, sh ipping, n talling and bracing, RoTor[.and .I 0.708 1 r� otl1[idn a....BCSI (Su a ding C.nponenc Se racy Inforsetl.n, ny sTPl and WrLp for safocy preccic. pri : -7. TC DL 7.0 PSF DATE 01/18/17 BPor Tor•Ing[os.Iunctl ono. Instal rs shall pr 11 do toeporery brat ng par SCSI. 11.1—no etl It n {fig top cM1ortl aM1ellhhevo pr.p.Ily a techod' truct rel .h.eth 1.9•d ootid•chord sM1eII have a properly ecce oN! IIgId c.11ing. LoceU.ns h.rn`Tor p...a non[ lateral rostra lnt.T•abs aM1ell M1eve Drat{rq Installed p. DCS • i BC DL 5.0 0 PSF �� oct l ons S3. RT or 810, esaapplica.l o. Applyupletos to a.ch Tecoa.1 t1and poal[l.n ea ah..n ebovor S AT 0 DRW HCUSR408 17018018 a O lr� h.Joint Got.II.. ..loss noted o[horeisa. Ralar to CraWlnpa IBOA-Z Tr atenderd pl.to yoaltlona. ; .1 F BC LL 0.0 PSF HC-ENG KD/WFIK [Alpim .dlalai.n or ITW B ilding Co•po.ants Group Inc. shall n t bo rdsponslble for.ny do—lion T oa' 1 '/ �' inq, .ny res euro to bund cho vusa �n tonror.an�a arch ANSI/TPI ,. or for Handl mg, shipping. ` ' TOT.LD. 32.0 PSF AN ITW COMPANY tli.sial lotion&brecing or trusses. .R�� •�..�` A w•1 IN,CNI•Wr•Wing er tovr WW II•ting NI•tlr••Ing. Ilw le•t•••ec•pt•ne•of prof•••1en.1 •npin••ring I MS'S �f LNG\ SEQN- 564113 raPo.I•Ibl Hcy•ol•ly Mr tb.tlslgh•hoer. Tho wlt.bII Ity•ntl gu.r ul.dI•.II,ror any--tdr. 1. '+ `0N A� e` 240OLake Orange Dr.,SUIIel50 r•• .Ib11Ity.T[a»RulldI_De.igner par ANSI/TPI 1 S.a.2. �I`��ImwlwM#` DUR.FAC. 1.25 FROM CH Orlando,FL 32837 F.r..I. .nl.Ina i.n a 1h,a J.b*s g....aI n ,peg.a t b FL COA#0278 ALPINE: Ipl nota. SPACING 24.0” JREF- 1 VXL408_Z02 t•.con TPI: cpinat.org; WTCA cry co ICC~Wal.lcc —org 01/18/2017 ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber-lack Lane JACKS - T04 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Stack Chord SC1 2x4 SP #2 Dense::Stack Chord SC2 2x4 SP #2 Dense: design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) Bottom chord checked for 10.00 psf non-concurrent live load. to dropped top chord in notchable area using 3x4 tie-plates 24" o.c. Center plate on stacked/dropped chord interface, plate length Deflection meets L/240 live and L/180 total load. Creep increase perpendicular to chord length. Splice top chord in notchable area factor for dead load is 1.50. using 3x6. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. s (— 4X4= 3X6(C5)= 1-5-12 C1Fl -1-2 V + 3X4% 2X4111 + T 2X4(W 2X4(C5)= �1-4-0� 3X6(C5)= 1F1-4-0--'J I_ 2-2-2(NNL) _�• I_ 4-0-0(NNL) 2)-41- -,0 1 T' 3-6-7 T 1 4-4-0 31 -_ ,I, 2-0-2 _1_ 2-0-2 _I0-10- P7 1_ �E 7-0-0 Over 2 Support R=304 U=91 W=4" R=304 U=91 W=3.5" RL=-58 y�Nltf1p11141f/rryq/, Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/10(0) 15 o'� PMa•..a, ' QTY:1 FL/-/3/-/-/R/- Scale =.5"/Ft. ••II�MANT" FUNNISH THIS DRAWING AND LTOWALLLL C0Tw TRAC`rGR5 INCLLUUD•NGG THE INSTALLERS. TC LL 20.0 PSF REF 8408-- 67834 Trusaoa-q "I a crone caro In faer ica[Ing, handling, shipping, n tolling ane bra<Ing. Ra far to an oil 0.708 1 odltlon of NCSI (Bu na ng C^nponont Safety Inforlucion, byW1end wTCA) far sefacy Pr.cu c prl e S TC DL 7.0 PSF DATE 01/18/17 CooPorforninp[bozo funcclons. inatellors ah II provide taaper.ry brachy por SCSI. Dnlass noced oth a; op chord aha 1 have ProPorly•t[achad zcru<tural aha.thl,y ane bottom<ord shell h.—.properly ett • F BC DL 5.0 PS F rigid calling. Locatla^a11.far p.1-11t I—...I ...tralnt of 0--111 have br.cing Inatallad P Des DRW HCUSR408 17018005 �� ao<t lona B]. 8T or 810, as epPlltablo. Apply pieta.to o.ch fac oof cru end..P'a'n.s shown above d e• S AT O • s d o the Jelnt Data I.. anlaas natal athero aa. Refer to draang.,BDA_Z fer'et.ndard plata poo tlana. r BC LL 0.0 PSF HC-ENG KD/DF Alpine. •dlvlalon of ITA Building Conponan[a Group Inc. shall n[ba rezponai any davlaclon from/ a r••/� - drag ng. any f ,lora[o build[he_=pin canfornencc.0 ANSI/TPI ,, or far M1endling, ahlppin9. A�••<... ',.••a'�`��/2c TOT.LID. 32.0 PSF SEAN- 564550 AN ITW COMPANY inscall. ion 6 bracing of trusses. /• c[ c A awl en CNIa Orn ln,or aewr WW IlK lny Uls drwing. Indlwtw oeooptoneo of profwalonol anglrlwrlry r�Vu)QtYQL G�[ roop 11,1 llty oolaly for Uo doolgn ohow,. TAo oultobll Ity end uao of Ula drwiry Tor any ftruc[ura Is U I II G 2400 Lake Orange Dr.,Suite ISO ra.pen.lblllty of tna Building Dwlgi,r Par ANSI/TPI ,Sob.:. �r ?e DUR.FAC. 1.25 FROM CH Orlando.FL 32937 For.ore lnrern.0 en a 1.Jobs genera a p.ge and t�aeweb.ices: FLCOAA0278 ALPINE: ww.alpinolto.to.: TPI; www.tpinst.org: ,TCA: ww.sbclrMurtry : iCC: www.i<tvf..arg SPACING 24.0" JREF- 1VXL408_Z02 01/18/2017 ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber-lack Lane JACKS - T03 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 2 COMPLETE TRUSSES REQUIRED < Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: Nail Schedule:0.128"x3", min. nails Bot chord 2x6 SP SS Top Chord: 1 Row @12.00" o.c. Webs 2x4 SP #3 :W3 2x4 SP #2 Dense: Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads 4" o.c. spacing of nails perpendicular and parallel to ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) grain required in area over bearings greater than 4" TC- From 55 plf at -1.33 to 55 plf at 7.13 TC- From 28 plf at 7.13 to 28 plf at 9.46 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 55 plf at 9.46 to 55 plf at 18.92 anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC BC- From 4 plf at -1.33 to 4 plf at 0.00 DL=3.0 psf. GCpi(+/-)=0.18 BC- From 10 plf at 0.00 to 10 plf at 7.13 BC- From 5 plf at 7.13 to 5 plf at 9.46 Wind loads and reactions based on MWFRS. BC- From 5 plf at 9.46 to 5 plf at 18.92 BC- 3445.45 Ib Conc. Load at 7.13 Deflection meets L/240 live and L/180 total load. Creep increase BC- 1340.56 Ib Conc. Load at 9.06,11.06,13.06,15.06 factor for dead load is 1.50. 17.06 5X6(R1)4i 4X6% 4X6- W3 X6-W3 T2 3X6--- 5 X6-5 F-- 4-3-5 Y -1-2 4X1 A7R)= 3X10111 10X12= 4X6= 6 4X10 T 4X12(A8R)= Ic1-4-OY L 9-5-8 9-5-8 I 18-11-0 Over 2 Support R=4849 U=1508 W=4" R=6484 U=1667 W=4" !�IM/111111I I IN)11l/q fr Design Crit: FBC2014Res/TPI-2007(STD) as fC'R/ PLT TYP. Wave FT/RT=O%(O%)/10(0) 15 3'.' IQTY:1 FL/-/3/-/-/R/- Scale =.375"/Ft. •'IYPBRTARr" FURNRNISX THIISSDRAW AND NG TON ALL NOTES iM WIINGGTHE INSTALLERS. �' TC LL 20.0 PSF REF R408-- 67835 Trusses roqulr...... aro In fabrlcacing, handling, snlpp-g, in tailing and bracing. Rater to en all • 0 708 1 v the IaCast ad frBCslc(Bullding Conponanc Sefety Infornetlon, OysTPI and RCA) for s acy preccic pri ` S TC DL 7.0 PSF DATE 01/18/17 o shall pperfo ningie osa fun c ns. Inscellapceaporary bracing per SCSI. Unless noted oth w [op chard ehallhh.va proporly.tt.ch.d stru c nal sbe•thing and borrow-11d•hell have•properly art : BC DL 5.0 PS F 1 rigid coiling. Lautlonn sna•m far par ono c iacorel r•strelnt of web,shall h.-bracing In.talad pa acs rS AT O e - DRW HCUSR408 17018007 h.J.1s BJa BT or B^O,s's^ppllcth""neppl y placos co oach 1....1cru and position�a horn above a :a � Z IIII III�IIILI~1 IIILIr�� aha paint Baca la. a is tad pthar Rarer tp dr.ring,,BBA_Z far'a.neerd plot• Itlgn,. [[•� BC LL 0.0 PSF HC-ENG KD/WHK Alpin., e di-i-of ITN Building Compononcs Group Inc. shell n c be respond as f any dayiaclon frw%o �� e•!W Ing. any♦ u o c co bulla cno crusx in confornancc wlCh ANSI/TPI ,. or far hand ung, snipping. �,• .... ....•••G� TOT.LD. 32.0 PSF SEQN- 564122 AN ITW COMPANY a.callaclon aabrating of cruses F t N A........ •••1 en 11,11 dr••Irg or...pg. 11•Clrg till•dr•wing. Indle•t•••ee•pt•fle•er prerl••1en•1 •ngln••rlrg �S�ONAa.� (�` reaponalbl I icy wlely Tor the dw lgn ahoan. Th•w bl l Icy Ind uv or thl•d-W ror my Kructur• 1•U /Y 2400 Lake Orange Dr.,Suite 150 ospansibl I ity--b 0.1lding Daslgmr per ANSIR I 1 S«.2. DUR.FAC. 1.25 FROM CH • Orlando,FL 11137 Far nary Inrarn. tan i.Jab'.general n .pago ane tha.o web a cea: FL COA N027S ALPINE: rrw.alpinoltw.co•c TPl'w,,,cpinst.org: NTCA: w.w.abclMuatry.caw: ICC: rrr.lccaefe.org SPACING 24.0" J RE F- 1 VXL408 ZO2 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber-lack Lane JACKS - T02 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4= 2X4- WO 5 r— 5 4-3-5 �8-1- 2X (A1)= 5X6= 2X4(A )= Lc1-4-0,J L,1-4-0�,J L 9-5-8 I_ 9-5-8 18-11-0 Over 2 Support R=692 U=216 W=4" R=692 U=216 W=4" RL=115/-115 ��glN1rl11I W Ilgprr4r 4 Design Crit: FBC2014Res/TPI-2007(STD) ..e•H. k,4j PLT TYP. Wave FT/RT=O%(0%)/10(0) 15 J.•.' TY:3 FL/-/3/-/-/R/- Scale =.37511/Ft. —WARNING I•• REVD AND FOLLOW ALL NOTES ON THIS DRAWINGI 'S TC LL 20.0 PSF REF R408-- 67 836 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truaa.a roqul re o c clew arc n e rlcacing. h—aling, —pping. In cel Ing entl b Ing. Raley to an oll 0 '108 1 ,.. eho l.t..c edltlan-8CSlt(Bulieing Cwpn...t Sei y I..-r.'uo bysTPI le.e WTCA)rr r.efety Precu t Prl s TC DL 7.0 PSF DATE 01/18/17 o _r er ror.ing ch.a.f.ncclena. mate 11—she n Pro.lee cel.v....y brecing p.r.SI. eunle..,wcee.- cop chore ebell hev.properly.iceeh.e saruccurel ah.-Il .ne bottoo th.1d shell -a properly act w* rlBle colling. Locetlona abown Tor porl.en..t leter.l re.Velnt of webs,hell have brecing Inetelloe P acs'• • G BC DL 5.0 PSF DRW HCUSR408 17018017 �� aoetlons B]. BT or B^O,a`%pplleeble.'aAPP1Y Pl.tos to eeeM181ee^ear Cruse.rM poalt len.s shown above e : S AT O • F Q th.J.Int D.—I.. u to .too Pth.rw a R.I.,to d...i.ga 160A-2 ror.telm.re pl.t.po.itlon.. ; BC LL 0.0 PSF HC-ENG KD/WF'IK 19 Al pino. a tlivl.lon or ITW Bulla ing C..ponenta Group Inc. s t bo reaponalblc for any devletlon froom �� f•l.v Ing. any. Igor.eo bugle ehe erl,.a In e.nror,..nt.wltM1"ANSI/TPI ,. .r Tor M1entlling, sM1lpping, �-' wv• •,.•�`w TOT.LD. 32.0 PSF SEQN- 563469 AN ITW COMPANY a tical laclon Aebracing or trusses. F . Ane.el on thle er.wlnW er eey.r p.go Il.ting NI.erewlrq. IrMle.[ee.eq.pterle.of prof..elen.l «lWln«rllq S/pN AL EN rafPonslbl l lty folsly Tor CM a«IWn.Moen. Th.w146111ty e,.e u..of[hle or.wlrq for erly.tructur. I.U OUR.FAC. 1.25 FROM CH 2400 Lake Orange Dr..Suite 150 re.p.nalbl l ley.f th.Bug lelrp D.slgner par ANSIrt I 1 Sec.2. �frMYMrFtWINW • Orlando,FL 32837 F.,w.r. Inr.rwe I.n tM1 J b a g...rIII .-go..e t .. Iw..: SPACING 24.0" JREF- 1 VXL408 ZO2 FL COA 40278 ALPINE: ww.elpineltw.co.c TPI: ww p .org; WrCA: www..bc,r try cw eb. ..; ICC: .lccufe.org 01/18/2017 ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber-lack Lane JACKS - T01 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member :Stack Chord SC1 2x4 SP #2 Dense::Stack Chord SC2 2x4 SP #2 Dense: design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing Stacked top chord must NOT be notched or cut in area (NNL). Dropped requirements. top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) In lieu of structural panels use purlins to brace TC @ 24" OC. to dropped top chord in notchable area using 3x4 tie-plates 24" o.c. Center plate on stacked/dropped chord interface, plate length Bottom chord checked for 10.00 psf non-concurrent live load. perpendicular to chord length. Splice top chord in notchable area using 3x6. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4= 5F__ --1s 3X40 3X6(C5) 3X4 3-11-9 3X6(M 2X ( )= 5.X6= 2X4(M L<1-4-0>J L-1-4-0>J 2-0-0(NNL) 3-0-0 12-11-0 -7-13 2-4-3 6-5-8 I 6-5-8 I 2-4-3 9-7-)3 IE R=209 U=57 W=4" 18-11-0 Over 2 Support RL=104/-104 R=63 PLF U=16 PLF W=18-7-0 Note: All Plates Are 2X4 Except As Shown. �(MIHIIIrlrar,r,nhr, Design Crit: FBC2014Res/TPI-2007(STD) y,P<'" M H PLT TYP. Wave FT/RT=O%(O%)/10(0) 15 to 3g '' QTY:1 FL/-/3/-/-/R/- Scale =.375"/Ft. "IMP011TANTewe�NFu Isx THIS OR 1i iNG TOB ALL ca�SciMORS iKLLUDI G TME INSTALL' ' �a TC LL 20.0 PSF REF R408-- 67837 Trusses require o ^ao era In febrluting, hantlling. sM1lpping. 1.1—ling ane b Ing. Rofor to a of o.708 t TC DL 7.0 PSF DATE 01/18/17 edition or`BCSIc(Bulltling Coaponenc Sefocy Inforeaci on, by7PI antl WTCA)rT r sa foty preccl sfprl oe—r—lbg those r Insteltara s all provltlo ceepo rary b Ing poi SCSI. oUnloaa noted o ; cop c ord shell have propor ly a tach-1 atruct rel she hIr and bottoacch.rd a have•properly e rlgldhoplling. Loeatlon. orn`for pe raanent"Iasis et relnt of webs...1. h e bracing I bila a�Ce BC OL 5.0 PSF el DRW HCUSR408 17018020 �� ectlons B]. BT or B10, es'eoppll cable. Apply place.co ea 9 face or cru sand pos 1ptlon ahoan ebo e ALP fhe Joint Details. unless n ted o[herrlae. Refer[e tlrewin s 160A-2 fere.ntlartl t altlona. ` BC LL 0.0 PSF HC-ENG KD/DF Alpine, a dlvisl on of ITW Bulitling Cenpononta Group Inc. shall not bo reaponsl ble Toreany deviation"f ^ 4, T O i L'�C✓C Ing. env fai luro c Ile c e truss In confornanco with AN51/TPI I. or Tor handling, sM1lpping. 'V AN ITW COMPANY dr...cal laelon&bracing of crn..a.. •a a , A^...I on thea dr.al r"d.y. ll.tl til.dr.el _ .rI . �' ` TOT.LD. 32.0 PSF SEQN- 564101 eapnnalDl I ICY folel'y'glbr!ha dN lgn s°ow,�TAe w14bIp ItY'�nd uw oT Ula dr.eT,grfo••.nw'.tru•"gccur�•1. 2400 Lake Orange Dr.,Suite 150 'eSp^^"°'Ilty or the Buildup Designer p.r ARSI/ l 1 Sec.2. Y � ON L G DUR.FAC. 1.25 FROM CH • Orlando,FL 32837 Eor sere ` th. J. Infn Inn Ia W� general p n a egs end aa web r YnBMIw SPACING 24.0" JREF- 1VXL408 ZO2 FL COA 00278 ALPINE: .elpin TPI3 p cln.t.org: WTCa ICC:.abtl,apacry.t .... a.re.org 01/18/2017 (15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber-lack Lane JACKS - P03) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Special loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 Dense TC- From 55 plf at -1.33 to 55 plf at 7.00 Bot chord 2x4 SP #2 Dense TC- From 28 plf at 7.00 to 28 plf at 11.00 Webs 2x4 SP #3 TC- From 55 plf at 11.00 to 55 plf at 19.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 Lumber value set "136" uses design values approved 1/30/2013 by ALSC BC- From 10 plf at 0.00 to 10 plf at 7.04 BC- From 5 plf at 7.04 to 5 plf at 10.71 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 10 pif at 10.71 to 10 plf at 18.00 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, BC- From 4 plf at 18.00 to 4 plf at 19.33 wind BC DL=3.0 psf. GCpi(+/-)=0.18 TC- 217.21 Ib Conc. Load at 7.04,10.96 TC- 163.42 Ib Conc. Load at 9.00 Wind loads and reactions based on MWFRS. BC- 390.81 Ib Conc. Load at 7.04,10.96 BC- 95.65 Ib Conc. Load at 9.00 Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6= 5X6= 5 5 3-3-1 101 8-1-2 2X4111 5X6= 3X6( 1)= 3X6( 1 LA,'-4-031 IE1-4-031 L 7-0-0 4-0-0 7-0-0 1 IE 18-0-0 Over 2 Supports R=1336 U=427 W=4" R=1336 U=427 W=4" _...11111 N N tIN 111hlrrr Design Crit: F13C2O14Res/TPI-2007(STD) yMd" CJ1 H. "'+•,, PLT TYP. Wave FT/RT=O%(O%)/10(0) 15 t. 3g ''k QTY:1 FL/-/3/-/-/R/- Scale =.375"/Ft. ••rARNINCI•• REM AND FOLLOW ALL NOTES ON THIS IRRALAN111G1 3 •• �' '• TC LL 20.0 PSF REF R408-- 67838 IIPORTAMT•• FORNISN THIS ORATING TO ALL CONTRACTORS S DI G THE INSTALLERS. Trusa.a raqulr,o aeo arc in fabricating. M1antlling, aM1lpping, inalling end ing. Refer co a al [h, lecenc,dl[lon lrBC51`(Bulla ng Coeponant Sefaq Inlornation, by stTPI ane NTI:A>bracror aafay pr.<tI s`Pr1 0.708 t = TC DL 7.0 PSF DATE 01/18/17 o par tore i.q Chea.r Inaca n era a.II P-...taepor...bracing par SCSI. unl...nacee o z t,P c ore anal) novo proPorly a tacked,tract rel aneathi, erM boctaw chore,hell have.properly. rlgidhcol 1.1"9,,Location,anaw,`for p,reananc"1 rel r rant of.eba,hal M1rva bracing In,t.l lees° BC DL 5.0 PSF DRW HCUSR408 17018007 s Bor B1 G. a,appll..bla. APply Pl.toa to each face of cru and P lclon a..noon.bo end ° d n �� 2 th,J.-gate la, unlaaa hated,theta,,. R.-ca dra,.ing°,BOAC:far°,[.heard piece pPaltlPna. S T O :Q BC LL 0.0 PSF HC-ENG KM/WHK ILL� Alpin,. a m"laion ar ITWBuilding campnnanca croup Inc ah.n n raapon-1.rot any davi.cian r :L, ing, any r slur,to build the vuss in conrornanca a Cfi ANSI/TPI ,. or ror nand nng. snipping, •.yJ •.a TOT.LD. 32.0 PSF SEQN- 587237 AN 17W COMPANY c......cion a bracing or tree,,,. ` `rV_`l_ %-.1 on thle dreelhp er-page plating"I"dreeing, Indleetee ecoeptenee of profeeelenel erq lneerl •e .e• r„pp,albl I Ity°,lay Tor w d«1Rn allow,. The w bl l lty end a,.,f to 1e dreelrlg Tor any.tractor. le DUR.FAC. 1.25 FROM CH eaponaibl Illy or Ne Bulleing O.lgn.r per NISI/TPI 1 Sec.z. YOM t N 2400 Lake Orange Dr.,Suite 150 �u`QIM q • Orlando,FL 32837 For.... inrarea ionI.t`l.Jab,gan...I na a page and than,eab ata,: AyRtwNM1w SPACING 24.0" JREF- 1VXL408 ZO2 FL COA#0278 ALPINE .alpinaice.toey TPI yowl, pinat.org; 'PTCA: wnr.abcinduatry.coe; ICC: Iccaafa.orp 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - P02) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4=- 2X4 X4=2X4 2X410 5 5 4- -1 8-1-2 5X6= 2X4( 1)= 2X4( 1 = L..IC1-4-0:,.j L..C1-4-0:,.j 9-0-0 9-0-0 Over 2 Supports —� R=662 U=207 W=4" R=662 U=207 W=4" RL=110/-110 ��HUHIIwNrna„ Design Crit: FBC2014Res/TPI-2007(STD) yM�'" M H. "+•,, PLT TYP. Wave FT/RT=O%(0%)/10(0) 15 .• t. 3p 'k QTY:1 FL/-/3/-/-/R/- Scale =.37511/Ft. •*WARN I NG I•• READ AND FOLLOW ALL NOTES ON THIS DRAW INGI ••IrIFORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF REF R408-- 67 839 Trussos roqulro c cwt aro -fabricating. handling, shipping, in tel ingtl antl b Ing. Refer to a roll the leant oa den;<'gcel`(g". —g I:eapenant S.fety Inrera.tlen, by=TPI'en WTCA):r efety prat. ,pr 0.708 1 TC DL 7.0 PSF DATE 01/18/17 o parrornlnq c unc Installers dull provltle ta.parery bre.i,p par RCSI. oU.,ass..t.o S [op chord shellhhevcf proper'�y.[echetl strut[rel .M1.e[M1inq e.d bo<taw cM1ord shell love•properly e rlgitl telling. Locations shown`for p....nt I—, r ran[oT wb..hell heves bracing Inaellotl Ce BC DL 5.0 PSF DRW HCUSRa08 17018008 L�P! .�. .[Ins B], R7 or 1310, as apPllcablc. Apply pieces[a.I,g,1 ec^oor tru e,M pd pi—as shaven ebov • — d lr�� tia'a.nt De[.IIa, anlaaa natatl etherwaa. R.Tar to tlr..Inga,6gA_:re:a.�.rtl pLt.paalclana. S AT O BC LL 0.0 PSF HC-ENG KM/WHK A'P.no, a tllvlslon oT ITN gulltling Coaponants Group Inc. sh t ba respond Dle Tor any tlovlation I S ••t�f• Or.wing. any f .lure to bulltl Cha truss In colo'__with ANSI/TPI 1, or lar han°ling, shipping. W tT AN irw COMPANY . stallatlon b bracing or crwses. •.a An...l. thl..rea r pew nal [„1.aria „p. •.�••• �.•••V�a��C TOT.L.D. 32.0 PSF SEQN- 587236 r..pp,.lbl I lty w1ely�rar[h.-Q .ho.n. TM w1—b-ty"tl `�oI NIS.rwl,IPy fo —y.IrMpIM.1s N 2400 Lake Orange Or.,Suite 150 ra.penslb'I lty or t>,e guiltling Daslgner per ANSI/TPI 1 Sec.2.• "~ "r• ON AL�N• OUR.FAC. 1 .25 FROM CH Orlando,FL 32837 Far aara peg.nfarwa .nn .e In Jebn genera nn s —d!web sten: N+e�rNWNlw+t'� SPACING 24.0" JREF- 1 VXL408 ZO2 FL COA#0278 ALPINE: —pi; TPI c Swww cpl—t—g; WTCA: www.sbdntluetry.ce.: ICC: waw. .orq 01/18/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - P01) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4= 2X4s 2X40 5 F-- 5 4- -1 �8-1-2 5X6= 2X4(A1)= 2X4(A1)= L 9-0-0 9-0-0 fE 18-0-0 Over 2 Supports R=586 U=180 W=4" R=586 U=180 W=4" RL=84/-84 01, Design Crit: FBC2014Res/TPI-2007(STD) yp��,,�P .••H•.:,k�/'�` PLT TYP. Wave FT/RT=O%(0%)/10(0) 15. `�3'•Q6 �Q}TY:1 FL/-/3/-/-/R/- Scale =.375"/Ft. •*WARN ING I•• READ AND FULLOW ALL WTea DH THIS DRAW IRIG I TC LL 20.0 PSF REF R408-- 67840 ••IMPORTANT'• FURNISH THIS DRAWING TO ALL CONMACTORS INCLUDING WE INSTALLERS. T p Tru ssoa roguiro a en. aro in"'r a ri....... nentlling, ablppl,.g. In telling ane bracing. Rof.r to.M o I •'1 o./08 1 — tn. I.teat etllti.n `DCSi`(DBiitlingb°.np....c surety I.f.rwtlm, bya]PI en.NT°A, T.r a.rety pr.<tl<. Fr. „ TC DL 7.0 PSF DATE 01/18/17 co per♦ .ing rose.runcc .. Inseal ra n ll provide te,.p...ry bracing per SCSI. Unla..rweetl Deno — op<.e.nal I n .pr.p.riy eee.<noe�trB c rel a...eb b.ct.a h.re eneri n.ye a properly.c<a a • g BC DL 5.0 PSF DRW HCUSR408 17016009 rlgldncolling. LD..clona anown ror per.....c lateral restraint or.ab.ab.n ne..e bracing Inece nee p. cs ; S AT Q M1cciona SJ. S]or S IO :anoppiicable. Apply pieces to seen,i ecao`rrru tentl position as ebown above a o s a e o Jolnc Dee.ila, Bolo c.tl Dena rwla.. Ra Ter to tlrewings]SOA-Z Tor6s entle rtl plata positions. �• •`l� Alpine, a tllviai.n.,• ITN Wulldmg Ca.pononta Group Inc. eaponalble T .ny tlevl.ti.n fr.n w. t •,.•t�,4'� BC LL 0.0 PSF HC-ENG KM/WHK logs .ny ra lure 9 T ....5.trB„ �n�nnr.rnan<e witn'AN51/TPI ,.ror Tnr nanel�ng, snipping. �•�prb e.,•aa�NG� �a TOT.LD. 32.0 PSF SEQN- 587235 AN RTW COMPANY anacallacion a bracin B A cul en ells tlre•Ing or eewr papa Riad np t/.Itl • rolnp, Intl leaCee eeeepunee eT proTesslonelIneerinp reep.nelbllley solely for cbs—I...now.. TM euitewblllty erM Baa of tl.ls tlre•Ing for any ear Bre 1.U ANAL 2400 Lake Omnge Dr.,Suite ISO raapo..ibinty.r n,e Wurltll.g D..Ig P.r ANSI/TPI ] s.<.2. *fr�neMlramw�"'"•�• DUR.FAC. 1 .25 FROM CH • Orlando,FL 32837n F.r e. len la J.b'a gen.r.l a p.g..ntl toss.web alto.: FL COA 00278 ALPINE: .elpin cTPI" cpin.t.ory; WTCA: .sb<i-try.<on; ICC: ww.l«wf...rg SPACING 24.0" JREF- 1VXL408 ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - HJ01 ) Value Set: 13B (Effective 6/1/2013) Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) Top chord 2x4 SP #2 Dense TC- From 0 plf at -1.89 to 55 plf at 0.00 Bot chord 2x4 SP #2 Dense TC- From 2 plf at 0.00 to 2 plf at 9.84 Webs 2x4 SP #3 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 Lumber value set "136" uses design values approved 1/30/2013 by ALSC TC- -18.11 Ib Conc. Load at 1.41 TC- 114.18 Ib Conc. Load at 4.24 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 224.00 Ib Conc. Load at 7.07 anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC BC- 9.83 Ib Conc. Load at 1.41 DL=3.0 psf. GCpi(+/-)=0.18 BC- 74.26 Ib Conc. Load at 4.24 BC- 133.42 Ib Conc. Load at 7.07 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 11-0-7 2X4 R=54 U=19 3.54 i 3-2-13 0-4-1 T_ R=295 U=79 3X4= 2X4(Al L.,--1-10-10,J 9-10-1 Over 3 Support R=283 U=157 W=4.907" \� w,t11U11rNf11N� ,'y Design Crit: FBC2014Res/TPI-2007(STD) A'��,,�Pl,.n..•H: PLT TYP. Wave FT/RT=O%(O%)/10(0) 15. Y FL/-/3/-/-/R/- Scale =.5'I/Ft. a•WARN I NG I•• READ AND FOLLOW ALL NOTES ON THIS DRARI NG I ••IAVUANre• FURNISH c THIS DRAWING TO ALL CONTRACTORS IMCLUDING THE INSTALLERS. = p• $ TC LL 20.0 PSF REF R408-- 67841 Trusws rvqulry v cmc arc ,n fa Floating, handl,ng. sM1lpping, n tal Ing antl b Ing. R.-[o and loll w 0.708 1 ";Bcsl`cBn�lding Co.panant Safacy Infnr.atlnn. ey=TPlland STCA)r.or vfety prow cb. prl = TC DL 7.0 PSF DATE 01/18/17 o por roseing c asv function s. Ins callors sh II provltlo ta.pv nary bracing pvr SCSI. Unless mooed cop cM1vrtl sM1aIIM1M1evo proporly et[ecM1vd s[ructurel aM1 e[M1ing end bottom chold shall hove a properly a he 1 . rig ld co,Iing. Locetlons shown for pe rnenent Isar. ra. rein[of web.shell h.ye brat Ing Instal d`po `Cs BC DL 5.0 PSF DRW HCUSR408 17018015 oct,vns BD B]or-1 L11-17" eppllcable. Apply pletto dr ha'ec^A-Z t antl posltlon as shorn nv`r ; S AT O e Q by Joln[Dec.1., unless noted otherwise. Refer co dreraings 160A-i for stands rd place pus lc lonsatw e`o •' { tAlp mo, a d,vls,or,et ITW Bd t1dlrG Ceapenenta Grenp Inco eapenslble f any deelatl .�� a�� BC LL 0.0 PSF HC-ENG KD/WHK ng. an^f hers t ha trn5, In tnnfnrnanra wltM1hAN51/TPlbl, or for handlong, shipping.v •r,a.••��'� TOT.LD. 32.0 PSF SEQN- 563490 AN ITW COMPANY anscal acro babrac,ng orutrtlssc+. A...I or,ehl•dr.wing or-"So II-Ing thl•drsring, Ir.dlt.t...tt.pt.nce of pfoT...lon.l =InwrinR A' reN ro. .Ibl I ley.ol.ly for taw dmlgn shorn. TM.ultsbl l Ity sM us.of UI•dr.rlrlg for.ny ser ur. Is S�ONA', ,\[\ 2300 Lake Orange Lh.,Suite 150 reeP^nemlIlly of too&.ndl q Doo1q.ar p.r ANS VTpI 1 S.c.2. uhf] MMII\wT� DUR.FAC. 1.25 FROM CH d Orlando,FL 32837 for.orn inrn nn a - b s g...1.1 n atia. these web a FL COA#027g ALPINE: www,elp lnelcw.c �`TPI:4 [ ,tp,nst.org: WTCA: s cr y.c ICC:~ c sa fo.erg SPACING 24.0" JREF- 1VXL408 ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( '15079-/1762 W/Covered Patio- -American Classic Homes -- 705 Amber-Jack Lane JACKS - EJO'I ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"0.511), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.511), toe nailed at Bot chord. �5 �– R=163 U=72 11-0-11 3-3-1 R=96 U=12 'PP 2X4(Al L-rE-1-4-0--J 7-0-0 Over 3 Support R=318 U=82 W=411 RL=99/-26 �`��i a11UNuuNr��r y! Design Crit: FBC2014Res/TPI-2007(STD) ��,,� ......•.. Q j'�� PLT TYP. Wave FT/RT=O%(0%)/10(0) 15. �3''Q�i C'A Y:38 FL/-/3/-/-/R/- Scale =.511/Ft. "WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRANINGI ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �z TC LL 20.0 PSF REF R408-- 67 842 Tr".:..regal r.0 01.0 .ro In I......ci ng, hend a ng. > IPPlag. I—,II l�.n.b—In. Rarer c0.ntl .11 • 0.708 1 - rr"cslc("ua mng c.l.pon.nc 5.r.cy Inf.r•ai.n. by TPI .n.WTCA) for—ty p...tI,. TC DL 7.0 PSF DATE 01/18/17 o0por...Ingle 0e.Tanta on.. Inec.n.r..h II provia.e..1p.r.ry bra ing p.r"CSI. ...... ..t..... . - (.p tn.r..n.II"n...pr.p.rly•tt.ch1d ltruttor.l 1h..thl-.n.b.tt... .h.l. h.y..Pr—"y at. BC DL 5.0 PSF 1191...,ling. L«orlon,sh..n Tor p.r•.n.nt 11<.r. r..tr.Int.f..bs-... h—Dr.cing I—.I1..P. Cs : SAT 0 • : DRW I+cuseaoe 17oieois �PI "a. •�.^pplitabl.. Apply p11 t.Ico a•.h 111,11--1-1 po.Iclon..seo....bov.r.0 h 0 d < j.In<D.t.II.. .1 tId 1111..r.I... G,t.tlr.wing.,"—.. t...Ib1 PI.<.Po.ltlon.. � ��c��F BC LL 0.0 PSF HC-ENG KD/WHK A—,pin.. ..Ivl.I. or ITR Bul ling C.1pine Group Inc. .Hell n reepon.lble for eny...i.tl.n r n '• •/ •r1 C tlrw ing, eny feilur.co b Ila ch.truss In con rornanco wi<n AN51/TPlbl. or Tor hentlling, snipping. • a AN IrwCOMPANY in.t.11.tl.n a b...1.g "t....... ICF •••...�•••' tj�� TOT.LD. 32.0 PSF SEQN- 563464 A.o.l a tbl.Orwin"or eewr p.g. I I.tln thl•tlrwing, IWIeet.,a pt.ne.of prof...lon.l .,p lnwrlrp rwpbll.lbl l Ity wl.ly for til•...Ign Mow. Th.w1G 111Cy.M u..of thl..rwlrlg for Ly•tru.tur. I.th ° S/ONAL�N 2400 Lake Orange Dr..Suite 150 rwponllbl I Ity of t—BI I.I.Ig 0-19... ,MSI/TPI T S«2. 4*1NAAHRWII/MMIr` DUR.FAC. 1.25 FROM CH Orlando.FL 32837 For..r. Inr.r.etl.n.I,thi.J.b',g.....I It,,p.g.1.tl t — TPI: --pSPACING 24.0" JREF- 1VXL408 ZO2 FL COA#0278 ALPINE: --p-1—--p-1— in.t..rg: RCA: ICC? ....sbcirMustry cw: ...A., fe g THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - CJ03 ) Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "136" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 5 �10-2-11 R=112 U=49 2-5-1 R=67 U=8 2X4(Al L----1-4-0--J 5-0-0 Over 3 Supports R=256 U=68 W=4" RL=75/-23 ��auuul�nrrn,� Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/10(0) 15 1 �: •23Y1'y QTY:8 FL/-/3/-/-/R/- Scale =.5"/Ft. **WARNING]*' READ AND FOLLOW ALL ROTES ON THIS DRAWING] "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.0 PSF REF 9408-- 67843 toIt" pDATE 01/18/17 prrate, sp0.7,08 1 TC DL 7.0 PSF Co°peer lorming ebeso functions. Ins cello I provitla tonpo rery b ing par SCSI. °unloss n up chortl s el M1evo proporly a ],etl e«.<i r'al aM1aaM1lI ent battum`c-I ,I,all M1"I I pray 2 a ' ° a BC DL 5.0 PSF DRW HeusRaoa no16o10 rigltl c ling. Loc eclons s own`f°r parnen°ntu latorsl r webs sM1ell M1eva brec ing i C cct�onslBae n. or 8n1 es -I. IApply placos co eanM1 160A-Z F. Intl position es iti-1 n en Q the Joint DCCB, unless nototl ocherwlsA Refer c°tl.-1,s-.1 for scend P pleco posltlons.bO : S AT O AIPInC, a Iv, f ITW B°iltling nlnp°name Graup Ino. sM1all n aspaneihle f eny tl f,ntl 5a• d w�F BC LL 0.0 PSF HC-ENG KD/WHK ng, an^ r iiurc c c truss in en��ornencc wlI,ANSI/TPI 1. .1 for hantlIIng, aM1 Aping.° • ,.,1•k. TOT.LD. 3 2.0 PSF AN ITW COMPANY a cel acio &aerating a....oc ieV �t_F•. �T SEQN— 563463 AnIIII on thII 21lw lop or-paol IIIt l no th II Eraal 19. IIW l tate*a ptanbo of prof..,l on•I aipinNTl �(` ••••n••• rosponslbillty solely for!ha Ee.lgn above,. Tha wltlblll<y IrM uw oT UI•Jrlwing Tor Iny Iiriciuro Io (� 11 2400 Lake Orange Or..Suite 150 rasponalbi i ity of UCL Bullding Oast grror p.r ANSI/ I 1 S .R. SrONAL . DUR.FAC. 1.25 FROM CH • Orlando,FL 32937 Fbr vara Inr Ian oo la Jub�s general nn page Intl thea-web11NNWM FL COA NO 279 ALPINE: .elpinelo cr eCTPI s c cpinsc.org; WTCA: www.. cry.con; ICC s www.lccsefo.org SPACING 24.0" J RE F- 1 VXL408 ZO2 01/18/2017 ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - CJ02 ) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 5 R=57 U=26 9-4-11 1- -1 +8-1-2 R=37 U=5 2X4(A1)= L--1-4-0--J IR=200 U=56 W=4" RL=51/-20 �pNHunnrulqurrq, Design Crit: FBC2014Res/TPI-2007(STD) ..400,610 H. PLT TYP. Wave FT/RT=O%(0%)/10(0) 15 1 ].c •23?'J' QTY: FL/-/3/-/-/R/- Scale =.5"/Ft. ••INVUANT" FININISH THIS o MING O N.Li mn i�IM THE Insruioa. %• �' TC LL 20.0 PSF REF R408-- 67844 Trusws raqulra e[oea erd In febric.[Ing, h,ndling, sbippirg. Ins011lrp and bracing. Refer co a roll o.708 t % TC D L 7.0 PSF DATE 01/18/17 ofrRtslc(Bull dl ng C—Po ilt S,f,ty Informclon, by TPI ane VTCA) for sa racy precti ooporroreingl[ Inscell.rs—1 1 provide ceep....y bracing per SCSI. Unless nocetl o sr Ff1 r S cop chord sh.'' h.varpropor„o a[bched a[rucc raft ah..thIn end bottae c era:ball have a Properly 5� DRW HCUSR408 17018011 r gid coiling. Lac.[do wn ror pere.nent"l,sr I res elnt or webs z e I have br,cing Inst,Il ad AC R BC CIL 5.0 PSF �� ^ cclons 83. .I or u.I ,ssappllcab le. Apply PI,[as[a eecN fec Qor cru and posl[I.on sa aho.n abov AIL LIr��— �M1a Jalnt.dtal I,. u.1 1 natal a har.l,a. Rer.r[d tlr,.Ing,,6oA_:rar'=[and.rl pl.[..y d.an. a SAT O Q ` BC LL 0.0 PSF HC-ENG KD/WHK AlPlna, a division of ITV Rut fling Coepononts Group Inc. ah.Il n[be roaponslDle r .ny devla[lan r s♦ :t,_ f tlrawing, any!ailuro t build[e truss In conforeanco with AN 1, or rdr handling. shlPPln 1 ,••��' TOT.LD.LD. 32.0 PSF AN ITwCOMPANY Inst.lration t b...In of truaaea. g' ;•. �� SEQN— 563483 A eVel m NI•tlrminy or bewr pogo IletlnV thio tlrming, Intl leatM aebeptenee of prbfpalonel Inmrl •••..... reayon.lbI l lty eo rely for U tlr lm.bean. Tr wltebl I I[y erltl—of UIa dr.wing for enY.er ura le th 2400 Lake One Dr.,Suite Iso r" ,lbl Illy of tl"R"I ldl"y peelgmr per A11S1/TPI , Sab.2. •. DNAI.E � DUR.FAC. 1.25 FROM CH Orl.6 FL 32837 Far ea a Infare.tlon l.,ab�a general a p.g.and t web. �N"'"'"'""" SPACING 24.0" JREF- 1VXL408 ZO2 FL COA 00278 ALPINE: .alpha . TPI~ tPlnet.org; IITCA: ww.abclMuntry c ICC: meal cca,fe.org _ 01/18/2017 ( 15079-/1762 W/Covered Patio- -American Classic Homes -- 705 AmberJack Lane JACKS - CJ01 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8. DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) 130 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=3.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "1313" uses design values approved 1/30/2013 by ALSC design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 5 F_— R=-32 Rw=27 Lam-* 8-6-11 8-1-2 R=5 Rw=15 U=13T— 2X4(Al �1-4-0--J 1-0-01gyer 3 upports R=184 U=74 W=4" RL=27 �glrumlcNpnrrrrp Design Crit: FBC2014Res/TPI-2007(STD) N1 PLT TYP. Wave FT/RT=O%(0%)/10(0) 15 `'��r •23?' °4 CITY:8 FL/-/3/-/-/R/- Scale =.5"/Ft. a•WARNINGI•• REM AND FOLLOW ALL NOTES ON THIS DRAWINGI • �, TC LL 20.0 PSF REF R408-- 67845 ••IWPORTANT" FURNISH THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tr'sees rogdulrc c .,.. arc n rabr icetinq. hantlling. shipping, n telling entl br Ing. Refer<o a of .rBC51`rB.ilding G.mp.n.nt Sar.ty Inr.rnetl.n, ny`TPI .n RTCA> :r.ef.ty pr.[[. arpr o.708 i x TC DL 7.0 PSF DATE 01/18/17 ooporr.rmingl[ Ins<allo 1 pr.vlC.c.np.rery b Ing p.r BC5I. "Unless n Cod o top c s allhhay.rpr.porly et hatl s[ruc< end botto,.oc _h: a proporly e r lgldhc a ng. Loca[1.ns .wn p.rmanont"�:�.:: er webs; :�e De:<1ng Inatall.d` � BC DL 5.0 PSF „c[,onstl6a B)or 8'0.44xnaoppl lcaborwisAPply ple<eDa—h I—-oor stenebposltlon es zbown abov o • e DRW HCUSR408 17018012 IIILIII� c�oin<Dn<ei1s. unto tuE o[n n Rarar t aMinge 16OA-Z r endard plata poei[1en,. S AT O ' BC LL 0.0 PSF HC-ENG KD/WHK Alpinc, a i sl on or ITW Bulltling Compon.n<s Group Inc. shell n esponslb 1.for eny devie[Ion i n s•• [��• ,nq. any r I1ur.to 6 1d chc truss In con rormencc w1<h AN ror I. hhandling, snipping. • V AN ITW COMPANY a seal acro Aabr—IN,or"gyrus p d ...•. ...• G refpon•Iblllty solely or the d.algn.howl. The•u1C•blllcy•nd u•.of H11s drolrq ror tractor. I•U 2400 Lake Orange Dr.,SBile 150 ..p 1brl icy or tn.B.rlmog Ds•lgrwr p.r ANSI TPI t s.c.2. •By A► O�N"�''AL�y�c[ DUR.FAC. 1 .25 FROM CH • Orlando,FL 32837 F.r n.r. 1n r.r ..n . ,.�ob�a q.norel n. s peg.end tho.o w.b -��.•NIM�� FL Con 40278 ALPINE, e1p1n.1tw.t "TPI' `tp—t.rg: WCA [ry...•: ICG3.w..1..aare..rg SPACING 24.0" JREF- 1VXL408 Z02 01/18/2017 CLR Reinf ordng Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. is specified on a truss design but on alternative web L—Reinf orcement: or reinforcement method is desired. L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is Notes: a minimum 80% of web member length. This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate reinforcement type. T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement SCOb Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scob(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails 2x6 I row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4OK) minimum 80% of web member length. 2x8 I row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(31() Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. OK) Center scab on wide face of web. Apply (1) scab to each Face of web. •.WARNINGIu READ AND FOLLOW ALL NOTES ON THIS DRAWING! s�.e��rw • e%y Tl„ LL PSF REF CLR Sub$t. rr111P�ti/WTrr FURNISH 7HIS DRAWING 70 ALL CONTRACTORS INCLUDING TIE INSTALLERS Trusses require ex trene core n fnbricoting,handling,shpptng,installing pry brocinit, Refer to o Follow the latest edition of SCSI eBAdi-Q Component safety Information,by TPI and SBCAI far safe 0.708 1 TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provid,tenporory brocng per BLSI ; Unless no otherwise,top chord shatt have properly attached structural sheathing and bpttam BC DL PSF DRWG BRCLBSUB1014 shall have o properly of to ched rigid ceding. Locotians shown for permanent tateror restraint of shall hove bracing"'s stos s per BEST sections B3, J or DRIC,et ils applicable. Apply proles to each F. s •t SAT O �'Q,F BC LL PSF f truss and position os shorn above and om the Joint Detolls,unless noted otherwise.Refer to droning.16OA-Z for standard dote positions. AA Alpine,a division of ITV Building Conponents Grip Inc.sholl not be responsible for ony devlotion fr er A- Q ' C AN ITW COMPANY this drawing,any foilure to build the truss in conformance with ANSI/TPI 1.or for handling,shipping, ra: 1 .mew' {' TOT. LD. PSF nstollatipn 6 bracing of trusses. A seal ch this drawing w cover page its"this drawing,Indicates acceptance of professiunwl �7 13723 River ort Drive a 91reering responsibility sdlN for the design shown The suitabilitynd use of this dra 4, Suite Zoo p for any structure Is the responsibility of the Building Designer perANSI/TPI I Sec.2. �a ws,�LAII—,� DUR. FAC. Maryland Heights,MO 63043 For n re nfo""tion a this jobs general notes page and these web sites= ALPINE:•r.alpineitr.con.TPIPrrr.tpnst.org;SBUA w w.sbcindustry.orgl ICG• spfe.wg 17 SPACING 01/18/2017 Gable Stud Reinforcement Detail ASCE 7-10i 140 mph Wind Speed, 15` Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or 120 mph Wind Speed, 15` Mean Height, Partially Enclosed, Exposure C. Kzt = 1.00 Orr. 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D. Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace r (1) 2x4 'L' Brace ■ (2) 2x4 'L• Brace on (1) 2x6 'L• Brace w (2) 2x6 •L• Brace ■ Bracing Group Species and Grades: Gable Vertical No Braces Grou A S pacing Species Geode p Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: - --- ruse-pine-rw Hen-rlir SPF (N1 > HN2 P 3' 7. 7• 8' 7' e` 11• 10` 3' 10' 8' 13' 6' 14` 0' 14` 0• 14' 0' rl / r2 Standard r2 Stud U S�"r M3 7• 7. V 8. 6' 8' 10' 10' 1• ]0. 6' 13' 4• 13` 10' 14. 0' 14. 0• r3 Stud r3 Standard HFI- Stud >' 7• 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' C' 14' 0' Standard 4" 1' 5' 8• 6' 0' 7' 7' 8' 1' 10' 1• 10` 61 11' 10' 12' 8` 14' 0' 14. 01 csrw-Larch Southern Pinerra 8 41 4' 6' 7` 4• T ' e' 8' 9` 0' 10' 4' 10' 91 13' 8' 14. 0• 14' 0' 14' 0' r3 r3 J c S P 02 4' 3' 7' 3' 7. 7' 8' 7' e' 11' 10' 3' 10' e• 13' 6' 14. C' 14' 0' 14' 0' t tud tnndnrd Standard M3 4. 2' 61 0' 6' 4' 7' 11• e' 6' 10' 2' 10` 7' 12` 51 13' 4' 14' 0' 14' 0' ctu D F L Stud 1, 61 0• 6. 4' 7. 11' S. 6• 10' 2' 10. 7' 12' 5' 13' 4' 14. 0' 14' 0' S_iandard_ l 5' 3' S' 7• 7' 0• 7` 61 9' 6' 10 21 11' 0' 11' 10• 14 0• 14' 0• Group & _ r _ r' 8` 4' 8` 8' 9' 10' 10' 3" 11' 8' 12' 2' 14' O' 14` 0` 14` 0` 14` 0• i+em-rw SPF 8' 1. 8. 8' 9' 8r 10` 1` 11' T 12' 1' 14' 0' 14' 0' 14' 0` 14' 01 rl t Btr L B Stud 11' 1• 8` 6' 9' 8' ID' 1' 11' 7' 12' 1' 14. 0' 14. 0' 14' 0' 14' 0' r1 Cl) 0 Stondord 4` tr i>" 11' 7` 5' 9' 3' 91 11' 11' 7' 12' V 14' D' 14' 0' 14` 0' 14' 0' Douglas Fir-Larch Southern Pineraa N1 5' 9' S' e' 9' 9. 111 10' 4' 111 10' 12' 4• 14' 0' 14' C' 14' 0' 14. O' r1 r1 Ik2 ➢"_ 8` S. 9' 10' 10` 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14` 0' r2 r2 � #3 <' r, 7' 9' 9' 9' 10' 2' 11' B' 12' 1' 14' 0' 14' 0• 14` 0• 14' 0' 1x4 Braces shall be SRD (Stress-Rated Board).. [� �' ` SII DFL Stud `� `r� I� .. 7 9' 9' 9• 10. 2' 11' 8' 12' 1' 14' 0' 14' C' 14. 0' 14. O' savor 1x4 So. pine use only Industrial 55 or Standard 8" G' S' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14. 0' 14' 0' 14. C' Industrial 45 Stress-Rated Boards. Group B #1 / 02 5' 5' 9" 2" 9. 6` 1 10' 10' 11' 3' 11' e• 13' 5' 14' 0• 14' 0' 14" 0` 14` 01 values may be used with theca wades. SPF 0 3 5' 1' 9' 0' 9' 4' 10' 8' 11' I` 12' 9' 13' 3• 14' 0' 14. 0' 14' 0' 14' 0• Gable Truss Detail Notes: U U ;ud 5' I` 9' 0` 9' 4• 10' B' 11. 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240, 60 CA 5" 1` 8' 0' 8` 6• 10' 8' 111 1` 12' 9' 13' 3' 14` 0' 14' 0• 14' 0' 14` 0' provide uplift corw+ectbns for 55 plf over X 5' 8' 9' 3' 9' B' ]0' 11' 11' 4' 13' 0' 13' 6' 14. 0' 14. 0• 14. 0' 14. C' continuous bearing (5 psf TC Dead Load),5` 5' 9' 2' 9' 6' 10' 10' II' 3' 12' 11` 13' S' 14 0' 14 0' 14 0' 14 0' Gable end supports load fron 4' 0' outlookers i 5` 3' 8. 5' 9' 0` 10' 9" 111 2' 12' 10• 13' 4' 1 14' 0' 1 14' 0' 14' 0' 14' 0' with 2" 0" overhorg, or 12• plywood overhung, 5` 3' 8' 5' 9' 0' 10' 9` 11. 2' 12' 10' 13' 4• 1 14' 0' 1 14' 0' 14' 0' 14' 0' ..nndard 5` 1' T 5• 7. 11. 0.11• 10' 7• 12' 9' 13` 3' 14' 0' 14' 0' 14. C' 14' 0' Synn Attach 'L' braces with tOd (0.128'x3.0' n1n) nars. 1 - Aboutl Gable Truss )K for (1) 'L' braces space nails at 2' ox. in I8' end zones and 4' o.c. between zones. 1Diogonol brace cp�t6on' )KIKror (2) 'L' braces, space nalls at 3` oc. In IB' end zones and 6' ac. between zones. vertical lerfgtn nay be T doubled whew dogonol 'L' broctng must be a mini... of 80X of web brace is used. Correct member length, diogonal brace for 45Gr at each end Na.c web Br ce Gable Vertical Plate Sizes total lergth is ➢4 jK IK Verticol Len th Dlo $ ke 2x4 Dr-L 42 ar I Less than 4' 0' 1X4 Or 1X3 better diagonal r +I Greater than 4' 0' 3X4 Vertical length shownt451- braceh single 8• or double cut Ilk Ian table above. + Refer to common truss design for + ' tail shown) at L 1 upper enit peak, splice, and heel plates. -11 - Connect dwgono of Or" /� Refer to the Building Designer for conditions midpdnt of ver tical web. Refer to chart aboveY.•e'MfiY.yE r' byl length. not addressed by this detail. -WARNIMIdrw"All AND III I UV Atn_I NiLs 114 THIS BRAVING! `P• � ' g REF ASCE7-10-GAB14015 awornei ANTws r1itNI5N THIS BRAVING 111 ALL CIl11RACTURS INCLUDING TK INSTALLERS. i lrusaes�rnire c�treme carr w febrcotng,ro WV.sh'IParg,n,,Wtng-d brac7p Refer to Sailer t..letrtt cast;ar of B:SI rlvrdYrg Caenr manorna t Sefcty Inftbn,by TPI amd&A)for.ofr � 0.708 1 DATE 10/01/14 pprior to prito prrfarrIng these fur.ctan.,. Installers.hail wov4Ye temporary bratWg per BCSI. a Urass rated othrrwi...teas chard shall have p.Weky attached st-turat sh-tHoo and rattan t: DRWG A14015ENC101014 h sall Inoue o praperly otta,.ed rigid cealiro tocatrons shwa.,for permanent lateral restraint of ALn)NI, sr,t hove.a pog fnstaaed Mr at. se 4-t17, -1 v D.,L es -w-.bir. Apply pieta to eachFa 1 CA,� O of try;;and paSitlan OS;Mbar a1iOW and an tM .lafr,t Deter;.VnYPSS rotrd atllel.1se. .7 A Refer to dreaYrgs➢60A-z for storderd(Neta po.:�41or;,. AU"i a dBvlalar of ITV ltu4drg Cemporerts Sroup Irc,sroUU rot or eslx-sliake for any dwvlatlon fr �((e P-41- AN RW CONAPAN'r 1M.,d•a o,any fobiwr to rued the truss In cnnfornancr a+i*�ANSIi0P1 1,or for hwrdMg,shopina. ' �� ,.•r• `� MAX, TOT. LD. 60 PSF A'� r.a crew"C f trusus. •a......•• r_� kza+th.R draalra*or eaver page Mating twa drawha,a.afrat-ftmvpteree of prafesstarol FRSs N 13723 Riverport Drive Pnp►,ePrinp rrywnslNaty adely for the design sl- Th. WtoMky erd use of this dradrq •y /QN AL� tpt•➢�"r Suite 200 t- any slw-t-. A thw r.m.-Wlity of the idldwe De.lgner per ANSI/TPI 1 Secy. 4"" s Maryland Heights,MO 63043 F_more'rfcrno➢'or.ser th,s Jab's general * +.::sy;r era thus.a"0.1aw �� 17 ALPINE•raa.atlpMrP:tacam;.'IP➢-aaa.tph torgL SKA • ..ec•o t.ycrg,ICE,waa.leesafe.arg MAX. SPACING 24.0' 01/18/2017 Gabe Detai[ ((??II For Let-in Verticals Gable Truss Plate Sizes About`E;. + Refer to appropriate Alpine gable detail for II minimum plate sizes for vertical studs. +)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a + single plate that covers the total urea of the overlapped plates to span the web. Gable al + 2* X 4 Lknpth Example g v 2X4 2X8 'T' Reinforcement Attachment Detail ------- 'T' Reinforcing 'T' Reinforcing Member Member ' + Toe-nail - Or - X I End-nail + + Tomultiply 'T' Increase by length (based on convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nailsi Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenoiled Nails: specie, and grade of. the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace 4 Nails (4) toenalls in the top and bottom chords. 'T' Relnf. 'T' 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Examples 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP N3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A16030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 Maximum 'T' Reinforced Gable Vertical Length S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC100815, 1.30 x 8' 7' = 11' 2' S18015ENC100815, S20015ENC100815, S20015END100815, S20015PED100815, S11530ENC100815, S12030ENC100815, S14030ENC100815, S16030ENC100815, 4 Nails S18030ENC100815, S20030ENC100815, S20030END100815, S2003OPED100815 Ceiling See appropriate Alpine gable detail for maximum unreinfor t& le vertical length, ..WARNING!"• READ AND FOLLOW ALL NOTES ON THIS DRAWING! ee `w •�� '"` Jf REF LET-IN VERT .-IMPORTANT-- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. o Trusses require extreme car, r In fab ricotin handling, h' w g, g,s taping,installing and banding. Refer to follow,the latest edition of BLSI (Building ion. Int Safety Infornovion, a TPI and SBCA)for sofa i :� DATE 1��01�14 practices prior to performing these functions. Installers shall provide temporary bracing per BCS ; 0.748 1 _ V Unless noted otherw!se,top chord shall have properly attached structural sheathing and bottom d ; DRWG GBLLETIN1014 T. sholl hove o properly attached rigid ceiling. Locations shown for permanent lateral restraint of 1 ��l� FI shall have bracing Installed per BLSI sections B3, H7 or B10,as applicable. Apply plates to each f e s : . S - Q 'I---LJ-- 1 IlLlll�\\V\IJII of truss and position as shown above and on the Joint Details,unless noted otherwise. s SAT O LI Refer to drawings 160A-Z For standard plate positions. AN ITW COMPANY Alpine,o division of ITW Building Components Group Inc.shall not be responsible for any deviation fr this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling.shipping, 10 j< , "w• `tV/ MAX. TOT, LD. 60 PSF installation B bracing of trusses. Aping, w _{ A seal on this drawing or cover page listing this drawing,indicates acceptance of professional w"•""" ` F 13723 Riverport Drive mglmeer!ng re ponsibillty solely for the design shown. The suitability and use of this drawing �s�� AI(• \� �7 DUR, FAC, ANY Suite 200 for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ,��ffr Q 1. r•� Maryland Heights,MO 63043 ALPINE.. n... intoXrcontion l TPleewt his job's gemerol notes poge and these web sites HM'a MAX, SPACING 24.0' o pin pinst.org; SBCA .sbcindustry.orgl ICC w.iccsofe.org 01/18/2017