The URL can be used to link to this page

331 10TH ST - REFRAMING 2ND FLOOR CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0303 Description: REMOVE AND REFRAME 2ND FLOOR, RENO MASTER BEDROOM & BATH Estimated Value: 235000 Issue Date: 2/15/2018 Expiration Date: 8/14/2018 PROPERTY ADDRESS: Address: 331 10TH ST RE Number: 170073 0000 PROPERTY OWNER: Name: DURHAM LAUREL Address: 331 10TH ST N ATLANTIC BEACH, FL 32233-5529 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: CORNELIUS CONSTRUCTION CO. Address: 71 19TH ST QA MARGARET S. CORNELIUS ATLANTIC BEACH, FL 32233 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * 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. �t�...L�i,y�� City of Atlantic Beach APPLICATION NUMBER �� 1 Building Department (To be assigned by the Building Department.) i: 800 Seminole Road _ �r Atlantic Beach, Florida 32233-5445 R E-1`7 03 03 Phone(904)247-5826 • Fax(904)247-5845 c� '1�J;319• E-mail: building-dept@coab.us Date routed: 1 Z/C_.v/l 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33 l I 64--/— ( = • 1 ent review required Yes No Build in. Applicant: CD NSI V S CCD/ SS( •lanning .ning Tree Administrator Project: IN:°A--� �t-Oo2_ RE P Public Works Public Utilities IR.CN--- PS' ice_IfTh aKtlt Public 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: c etc/eyiS-e-i-aL, ks, He *-, Ireef Over BUILDING y / ep y5 PLANNING & ZONING Reviewed by: ---../44,---- Date: (-2--2- 17 TREE ADMIN. Second Review: Approved as revised. /Denied. Not applicable PUBLIC WORKS Comments: (I ta(1>Z-5 i�,..i- it-ea 5 w, e rte(LI' PUBLIC UTILITIES i�` r PUBLIC SAFETY Reviewed by:.�,� .Z-- -- Date: `^e- l e FIRE SERVICES Third Review: /Approved as revised. I 'Denied. ❑Not applicable Comments: Reviewed by: i./ j/g"---- Date:2 1 -I 0 Revised 05/19/2017 1 - 'J. CITY OF ATLANTIC BEACH 1`i 800 Seminole Road . - r) Atlantic Beach,Florida 32233 DiS1,r REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 2 • /2 • Mi Revision to Issued Permit Corrections to Comments /Permit# R ESI 7-0303 Project Address -74A.A.A.Aloyu.- 6-4-G-44.......-e--4.— - Al&r.e..,t4.1-..--u-j Contractor/Contact Name• C/4) Cd/ -_ Phone 904 24q. g 70 G Email Description of Proposed Revision/Corrections: Permit Fee Due $ .t4re__ Of ;64ti.- - —. pc 1 Additional Increase in Building Value $ c Additional S.F. By signing below,I j 3EA/N/S A4 • \VI LC./A/I.6affum the Revision is inclusive of the proposed changes. (printed name) k.0 ,,e...t....,:e • 2 . / • /c - Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments De•aitment Review Required: v'" , :uildi •--- a & Zoning`',. Reviewed By \Tree Adminis ra or Pugh Works �� ( o Public Utilities ( o Public Safety Date Fire Services OFFICE COPY 4' Building Permit Application City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Clrf'r• Phone: (904)247-5826 Fax: (904)247-5845 �1� Job Address: 3 3 ) � ?11)- �� )�-T Permit Number: Legal Description LOT 14, 5IcCI< 0 MLA L)T lC_ RE# 11 BG h 3 060c VJ Valuation of Work(Replacement Cost)$ 2 3 Ji OGn,. Heated/Cooled SF 15 Non-Heated/Cooled V. • Class of Work(Circle one): New dditio Ittrati3 Rem Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial 4'esidential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No >N/A) • Submit a Tree Removal Permit Application if any trees are to be removed o ffidavit o No Tree Removal Describe in detail the type of work to be performed: rnOVe Exr5z)uc, v- 5io5 RE-'F'R_A ME- 7 R —SCA/Pc.—TE ^Aprn/3 T ) Florida Product Approval# FD FL$'259 . / Di- (=L•(e 5 25: for multiple products use product approval form Property Owner Information it Name: !Ri;W0012k DWI-4A 1-A Address: 3) (OT Si• ATI_ CH. 32233 City A1-t_, Pick State F.L. Zip 322 33 Phone c(b Lf S 4 fjVS-9 E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: -oiZ►J t-►US CG1U5-cttX1- -1 Qualifying Agent: 1YARCIrPOKET FZN.EL)US Address 218 EA *ST. City).`EP VNE $[4-1- State FL Zip 372 676) Office Phone 24(° C) 7 0(p Job Site/Contact Number 214q 70(0 State Certification/Registration# CF3 CO L4 E-Mail er.66-N (COR 19 EU US Cc7 NS T ROCT)0 N • M Architect Name&Phone#DE-wi v\I 4\i AMS Engineer's Name&Phone# Workers Compensation Exempt Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CO SULT WITH YOUR LENDER OR AN ATTORNEY BEFORE n RECORDING YO NOTICE F COMMENCEMENT. , Ado— (Signature of er or Agent including Contractor) (Signature of Contractor) Signed and sworn to(or affirmed)lbefore me this 11%of Signed and sworn to(or affirmed)before me this ( } day of f nb ' oci, OD ,by *&-tzne -14. lJt IUmW, a-011 ,by k 4 nQL4 (Signature of Notary) Sig a` of Notary) «,• JOAN E.BOWMAN •�• JENNIFER YP/ :4 MY COMMISSION aX GG 077886 *? �� • MY COMMISSION tt GG 042984 [ ]Personally Known OR '•y��`s EXPIRES:F Personally Known OR �'�. EXPIRES:October 27,2020 ay February un'2021 r ;'o c"qP° Bonded Thru Notary Public Underwriters (�uced Identification �}•�1�t� 8ondedTMuNobryPubFclkW�ihihr�[ produced Identification , Type of Identification: e of Identification: _ i__,, , _ \ z_______?- -(_,„ ri,.:c; ii\Wi V_;,1 %,_\:„ .„.„ ,_____„, „ ,,:,,..„,,,,„ Y ;s‘ CITY OF ATLANTIC BEACH - 5 2018 ,i FEB 800 Seminole Road �,� � �— Atlantic Beach, Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 2 • 5-•/81 Revision to Issued Permit Corrections to Comments,/ Permit# Q-6511"` 1)3°,1 Project Address 331 101 SI . Contractor/Contact Name 60 n.,_,LA 613,1 - Phone qQ[(• 2 q• q I DOEmail '1"ELL7 6 t f' .' (� EL((.-)...i 63.--5iw coo 6, (6&I Description of Proposed Revision/Corrections: Permit Fee Due $ Zb 0 l+J C-( Additional Increase in Building Value $ D-- Additional S.F. —p By signing below, I M, ' b A kE z ( J EjJ L S affirm the Revision is inclusive of the proposed changes. �,�I ,,'y (printe ante nc\ VSigna re Contractor/Agent(Contractor must sign if increase in valuation) Date / (Office Use Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments/Teo`1 vce A,".e(chs Cz G e (1(Gel 5 ,-S few f- De'artment Review Required: Planning &Zoning "P Reviewed By Tree Adminis ra or Public Works _ Q^� I E. Public Utilities U Public Safety Date Fire Services ZONING REVIEW COMMENTS r j ,; ,�� (� City of Atlantic Beach • Community Development Department Po'rSs� 800 Seminole Road Atlantic Beach,Florida 32233-5445 } ,� e OFFICE COPY ~�J131>r Date: 12/28/2017 Permit: RES 17-0303 Applicant: Cornelius Construction Review: ZONING Address: 218 Bay Street,Neptune Beach FL Site Address: 331 10TH ST Phone: 904-249-9706 RE#: 170073 0000 Email: peggy@corneliusconstruction.Com Correction Comments Survey:Section 24-67(c) requires a certified survey. Please provide a certified survey. �2. Height: Section 24-17 requires height to be measured from grade to the highest point of a buildings roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height on plans. A. 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. (4Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing setbacks from all new elements to property lines. )KSide Yard Projections: Section 24-83(b) limits side yard projections into side yard setbacks, including roof overhangs, to 24. Please show that this requirement is being met or revise plans accordingly. Informational Comments Brian Broedell Planner • -��1 TREE & VEGETATION AFFIDAVIT ,=r 1, I 6 V City of Atlantic Beach OFFICE COPY Department of Community Development C "~ Planning&Zoning Division er 800 Seminole Road Atlantic Beach, FL LJ,t.Jr32233 (P) 904 247-5800 (F) 904 247-5845 PERMIT# i SECTION I-APPLICANT INFORMATION f- Owner(s) (- Legal Authorized Agent* NAME OF APPLICANT ,►+AU1 .- rn MAKK Du U��WI CoQIJIUS K10-Ti OCTI alp( NAME OF COMPANY RLJE)--)1,6 C-2,N5T R V CTIOU ADDRESS OF COMPANY 2 1g isAy &r. f gr-pivt,iE -BEAcilj F4. 822/14, PHONE CELL gbt4.211Q. ria, EMAIL iE7 e�U /� _� t q 7 r l! ��,,,,_,,Io5d-N5TRl,,,rl,,„, r CO a) CONTRACTOR CERTIFICATION NUMBER C 8( o 4 s�- ATLBCH BUSINESS TAX RECEIPT NUMBER �'7 SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY '3 I FMTH Sr ATI., . 1:361-1 * , I c� / F t If an address has not been assigned to this property,contact the AB Building Department at (904)247-5826 to request an address. LEGAL DESCRIPTION LOT (4 BLOCK i3 SUBDIVISION A-CpfarIC BE4c.1-1 REAL ESTATE NUMBER 17 co 13 ._paw LOT OR PARCEL SIZE: 56 Ki SO SQ FT AC RESIDENTIAL ,✓ COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated tr•- and no regulated vegetation will be damaged, destroyed and/or removed from the above-described or adjacent property 'n •nj •n with this project. -Allittijil° t SIGNATURE OF OWNE• I" SIGNATURE OF OWNER Signed and sworn before me on thisaDday of kl c;\f Len w, t.} ,by State of SI Df r t L1 I- ` ` �- !t( (ltdlU( pUikac v ' County of bl,l,Jc Identification verified: V, UI,{� LS \,0_,,,,s Q_ -( i J4-, Oath sworn: r Yes I- No V.4V.;':',:%;;;•;,_ JENNIFER JOHNSTON \ 1 *: iiks *: MY COMMISSION#GG 042984 o', �•c ' EXPIRES:October 27,2020 Nota 4.ignat e •%F.:F;°o-' Bonded Thru Notary Pubic Underwriters -"- My Commission expires: (- ii:1..Anf_ City of Atlantic Beach APPLICATION NUMBER " _ Building Department (To be assigned by the Building Department.) 800 SeminoleRoada REsl7 - C0-603 Atlantic Beach, Florida 32233 5445Phone (904)247 5826 Fax(904)247 5845 /17 on )%' E-mail: building-dept@coab.us Date routed: I Z-7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 33 1. 1 611- --- ----3• ( ent review required Yes o Buildin Applicant: © R NSI V S aS t lannm Zoni g j Tree Administrator Project: Z --, P-1-002_. REpR Pr,M Public Works ,� Public Utilities CR_ .r•-... 0'3 ! V/�\ Pt5`c�{L ij1. �p.,-t Public 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 --"(fl..< Florida Dept. of Transportation 6.."-/lie e:/- 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. ;ZIP enied. ❑Not applicable (Circ) , Comments: BUILDI PLANNING & ZONING Reviewed by: /?9-- Date: /) '07Oi7 TREE ADMIN. Second Review: ❑Approved as revised. [enied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES p- PUBLIC SAFETY Reviewed by: ,1� Date:a/VI2o SO FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: !'Y112._ Date: /' 5/4./r Revised 05/19/2017 • CITY OF ATLANTIC BEACH o► 800 Seminole Road s - .,.. . . Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 2 • /'• he Revision to Issued Permit Corrections to Comments /Permit# R 0517-0303 ► / i Project Address , - - . ... _ , _ . Contractor/Contact Name•7CV/ td-"'- S T Phone g 4 . 244? . d Z Q 6 Email Description of Proposed Revision/Corrections: Permit Fee Due $ 45-0.0d ., — 0•GdeIt 1 Additional Increase in Building Value $ Additional S.F. By signing below,I ,j7L'it1N/3 /‘,„.......e._! •• \VI LC.//�/b6affirm the Revision is inclusive of the proposed changes. (printed name) ki) 2 • / • /6 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved l Denied Not Applicable to Department Revision/Plan Review Comments De. . . � ent Review Required: :uid.• /pd,_, anning &Zoning Reviewed By Tree A.minis ra or Pu. i orks Public Utilities 2- /1-(90/ g Public Safety Date Fire Services r\J`J l f l4 ' CITY OF ATLANTIC BEACH --,-24,11'11.-r-, 800 SEMINOLE ROAD :4 ATLANTIC BEACH, FL 32233 OFFICE COPY (904) 247-5800 .r•�Q131>f- BUILDING REVIEW COMMENTS Date: 2/9/2018 Permit#: RES17-0303 Site Address: 331 10TH ST Review Status: RE#: 170073 0000 Applicant: CORNELIUS CONSTRUCTION CO. Property Owner: DURHAM LAUREL Email: peggy@corneliusconstruction.com Email: Phone: 9042499706 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Second Review. 1. %- e • .. • •. , • • _ , -- - - . ••i-- -I he 1 . .-. •• I - .p . i not 2. se es • - . = •. _ - - - - - • •• - - •!. • t: /II. 'mfey� Z/4/ Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with .S \10 ;� €i CITY OF ATLANTIC BEACH ' FEB 800 Seminole Road " ) Atlantic Beach,Florida 32233 REVISION REQUEST /CORREC- T5IONS2019 TO PLAN REVIEW COMMENTS Date 2 • 5", /$ Revision to Issued Permit Corrections to Comments,/ Permit# 9-.6 /- 6)363',S Project Address 33) ST Contractor/ Contact Name 6 ryUS C o k- Phone qd t4 • ?.4 q• q 7aEmail 7"E4761) 61Kt.i ELI tis 61.5TVU CnO U. ell Description of Proposed Revision/Corrections: Permit F Due „ d4 ZbutkiCi Additional Increase in Building Value $ ^ D' Additional S.F. —p By signing below,I pi.k6,Ak T affirm the Revision is inclusive of the proposed changes. (printe name) Vim/ 4 . . Jr Signare,gf Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied - Not Applicable to Department Revision/Plan Review Comments 19 e S ' 9 4 a- no f a!t-3 c ,o r4;Ot d!Tb w ;Pi* Revs •e", Gerry rr7411,tJ De•artment Review Required: Planning & Zoning , viewed By Tree Adminis ra or Public Works Public Utilities —c2 -/ Public Safety Date Fire Services ` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 12.13.2017 Permit#: RES17-0303 Site 218 Bay St.,Neptune Bch Site Address: 331 10th St. Address: Review: 1 Phone: 249.9706 RE#: 170073-0000 Email: peggy@corneliusconstruction.co m Applicant: Cornelius Construction Homeowner Laurel & Mark Durham CORRECTION COMMENTS: These are review comments from 1 of 2 departments reviewing this permit application. 1. E • - • • • . . • . inion oexis Inr,. ' , . . - . = . • • - copies .YAd CODS nn nage At_ ' r z -at` 24,/ fr 3: -y•-2ar 4. • • : i be inotaBeth PI^ Z- 9-.204- 5. 2ol J 5. Submit 2 copies of the engineered truss plans; plans shall be signed by Dennis Williams too. " SSihij S/Snt o'^ Zo/ /legit #Iry os• S. e r • . • • . . i i • . . . • • , 1 . 7. Submit roof over framing details where hand framed roof framing will be attached on top of existing roof, as seen on page A-4. Whatever page this information is put on submit 2 copies. 8. Submit framing attachment details for the rear porch rafter to existing wall, ceiling joist to existing wall, rafters to porch beams, ceiling joist to porch 1 beams. Should include ledgers and how they are attached and all wind tie down elements. 9. It has been determined that this permit application shall be routed to the Planning and Zoning department too. There will be review comments from them as well. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 � Oli�tp� /2-evi -e ✓% eri1f /2. /3• /7 pyiv 2 1 1 'r -fir j\ f ) , CITY OF ATLANTIC BEACH (, '::'1; 800 SEMINOLE ROAD `- i ATLANTIC BEACH,FL 32233 (904)247-5800 ''' ..f.-05119'e ) BUILDING DEPARTMENT REVIEW COMMENTS Date: 12.13.2017 Permit#: RES17-0303 Site 218 Bay St.,Neptune Bch Site Address: 331 10th St. Address: Review: 1 Phone: 249.9706 1 RE#: 170073-0000 Email: peggy@corneliusconstruction.co m Applicant: Cornelius Construction Homeowner Laurel& Mark Durham • CORRECTION COMMENTS: These are review comments from 1 of 2 departments reviewing this permit application. 1. Energy calculations are needed for the addition to existing living space. 2 copies. 2. From the 2014 5th Edition FBC-Existing Building, choose a method of construction compliance/alteration level. Place information on 2 copies under APPLICABLE CODES on page Al. 3. Legal survey is needed. 2 copies. 4. Submit the Florida product approval number for the siding material to be installed. 5. Submit 2 copies of the engineered truss plans; plans shall be signed by Dennis Williams too. 6. No header details given for the doorways at studio or the adjacent bathroom entry swing door. This wall appears to be load bearing. 7. Submit roof over framing details where hand framed roof framing will be attached on top of existing roof, as seen on page A-4. Whatever page this information is put on submit 2 copies. 8. Submit framing attachment details for the rear porch rafter to existing wall, ceiling joist to existing wall, rafters to porch beams, ceiling joist to porch 1 beams. Should include ledgers and how they are attached and all wind tie down elements. 9. It has been determined that this permit application shall be routed to the Planning and Zoning department too. There will be review comments from them as well. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road • Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 Car, 12-Pl/j w Corr me471) /2. 13' 17 //11 -- 2 OFFICE COPY c'r.0„,,„. Building Permit Application - o City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 '';'ur Phone: (904)247-5826 Fax: (904) 247-5845 T'4 ( Et7 ---C) C3"--3 Job Address: � ��-'J � -- -IRE ET Permit Number: Legal Description LOT It:, algCt< 13 ATLA URIC 7f3EAc 0 RE# 1'l®0'13 0600 Valuation of Work(Replacement Cost)$ 235r no - Heated/Cooled SF Non-Heated/Cooled )5 if • Class of Work(Circle one): New(itio .0•1 - . '. Re..'• Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Qgesidential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No ©D • Submit a Tree Removal Permit Application if any trees are to be removed oOrfidavit oNo Tree Removal Describe in detail the type of work to be performed: .. n1ov Ex i5Ttw- 21'P SiOR`? '- REF R--AME. 7 Snva.-rE ,AA-SCk Znt/BRTi-t Florida Product Approval# FD FL h2.5ci .1w0/ DH 1'I_(Q 62.6._.. for multiple products use product approval form Property Owner Information Name: ' DA: '4 IA DURl-1 AM Address: 331 1T ,; ST. ) An-•-BCH• 3223 3 City ATS, tecta State FL Zip 322 3 Phone q[bc( , S'L4-- e,,v-8-61 E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: ) JOS 6,1 51TAXIlo(4i Qualifying Agent: mAR6PRRET 6,R1411.)us Address 218 Blah ST. City 1.1E UME- ,)3C4+ State fl_ Zip 3226'6' Office Phone 2(4 Cl . q "r D(a Job Site/Contact Number 24 ci '970(0 State Certification/Registration# C.3 C D 4 8q (n 1 E-Mail t'.E hC?V C- C O(Z 14 E U U.5 £2)NSTRUC T )O J ( 0 AI Architect Name&Phone#DE-).1IJi 5 V\I ,11i AMS Engineer's Name&Phone# Workers Compensation Exam t Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS,FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YONOTICE OF COMMENCEMENT. )/h I kilk �, ,0r1z/40 L (Signature of er or Agent including Contractor) (Signature of Contractor) Signed and sworn to(or affirmed)before me this ir iTh'y of Signed and sworn to(or affirmed)before me this (.} day of Nov'uvnbfr, 0 11 .by JD�tJ a.LszItr�rr.. +>^''"rt) N�JO maa(, a-oil , by A04 k n 2A.A (Signature of Notary) Sig a of Notary) <0:;!,%4'., JENNIFER JOHNSTON Y "'•• JOAN E.BOWMAN ' . = rs� - MY COMMISSION#GG 042984 j�. � ; % MY COMMISSION#GG 077886 :*: , �� [ ]Personally Known OR 1.14 1 :`,i Personally Known OR ��. EXPIRES.October 27,2020 •3, EXPIRES:February 28,2021 %;Fo F o?; Bonded Thru Notary Public Underwriters educed Identification ;t°•• Bonded TMu Notary Put*Undr.,iUrs[ Produced Identification Type of Identification: e of Identification: ' OFFICE COPY DO NOT Apphca I e Co.es:2010 FL/HBUI DING CODE BELOWWTE OFFICE USE ONLY Review Jesuit circle one_: Approved Disapproved Approved^w/ Conditions Review Initials/Date: Deyeio�ment Size Tabitable Space , Non-Habitable 3G/ SV:= adl J npervious area fiscellan.eous Information :,cupancy Group R.-3 pe of Construction V 13 tuber of Stories 2- ling ring District 49- 2 K. Occupancy Load Sprinklers Required d Zone 'Mons/Cor eats: Fervr R. S1?- c, ?6,7 NOTICE OF COMMENCEMENT State of Fl b RI PP Tax Folio No. 19 0 C)73— 0000 County of -DOVAL- OFFICE COPY To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: LOT f Bl ocK 1S IST LAmTI c 106-1 Address of property being improved: 3 1 1DI ' BEN' L 3 2233 General description of improvements: Owner: t4)0 REL. d M(3 R K [)R l-f is M Address: 33 I6Ti 57-- Owner's interest in site of the improvement: F E S I MV Fee Simple Titleholder(if other than owner): Name: Contractor: (O N 61 RV GT\D u Address: 21g 564 ST MEPTV ME_ BCH 1 rt, 3 2 Z(o Co Telephone No.: ao 4 • 21A C •970!o Fax No:— Surety(if any) Address: �` Amount of Bond$— Telephone No:— Fax No: Name and address of any person making a loan for the construction of the improvements Name: _ Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address:-- Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: — Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year r om the date of r rding unless a different date is specified): I THIS SPACE FOR RECORDER'S USE ONLY OWNER ' Signed: J Date: Before e • is 1 day of JJoutrv,.k1-- in the County of Duval,State Doc#2017265474,OR BK 18191Of Florida,has personally appeared Page 1751, votary Public at Large,State of F orida,County of Duval. Number Pages:1 Recorded 11/17/2017 11:06 AM, FY commission expires: 07 O$ t _ RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL trsonally Known: ,,,,,, ,, --_ — __ COUNTY Foduced Identification: +:0:1 --JON9 E.r RECORDING $10.00 In *i " *" "00077886 _Bonded�EX�PIRES:Febniary28,2021 ` r 977 7 7.'lmmma' � _ MAP .SH0W1. •N G . . :oundary Survey of Lot 16, Block 13, as Is recorded OFF Bo �v l� f shown on the Plat of "Atlantic Beach, Section A. 69 of the Current Public Records of' Duval County, Florida. I . For: . •Jinmy Jarboe • i 'I hereby certify that I have examined the F.I.A. Official. fi`o`bd..,hazard maps and the above roperty does not . ie within a flood prone area ." _. • • L D1' / L a7-, /5— G , '7. /3 Cu • • • ,v- • 0 . - i w�n3 Xts Ort, I CO . Po of th 'orcgcinrl I I • 4.4;' • A/ % IA 13.A/P. .... RE 17 F 1 V E 0 • V M NNov 2 a 2000 v i a.y' „� City of Atlantic Beach v Building and Zoning OFFICE CO ' PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: i/j tM Lt) _RE w. 1)14.z.K Permit # feES/7 -C,303 Project Address: 3-5J l0 . )(4.}.(, As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-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. Tnformation regarding statewide product approval may be obtained at:www.floridabuilding.org._ Category/,Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4. Roll up 5. Automatic 6. Other B. WINDOWS 1. Single hung PC-:T )4no 35 2.Horizontal slider 3. Casement 4.Double hung 5.Fixed PIAT ZD �nl2. I d 6.Awning 7.Pass-through 8. Projected 9.Mullion 10.Wind breaker 11.Dual action OFFICE COP 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL y T 1 1.Siding watc'p! 2. Soffits ► , ' >_ 3i 4l1 C 3. >✓lrs 4. Storefronts � - 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 1 1. Other caNct? P)iQ;1{ D.ROOFING PRODUCTS 1. Asphalt shingles LIN 'PT3 '�1.ME. ALT _NC,LE 2. Underlayments � Q�2� ` 1�'iVSiS� eK_ 3.Roofing fasteners 4. Nonstructural metal roof 5.Built-up roofing 6. Modified bitumen 7. Single ply roofing 8.Roofing tiles 9.Roofing insulation 10. Waterproofing 11.Wood shingles/shakes 12.Roofing slate ""' 13.Liquid applied roofing 14. Cement-adhesive coats 15.Roof tile adhesive 16. Spray applied polyurethane roof OFFICE CORY 1 7. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 5l►n �� y21 Ali } >2Q 2. Truss plates F'1` 19/5l'JR, -c-irnPsQ0 �}25A cuP i= s io8 R( 3. Engineered lumber 141r 6n 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8.Insulation forms 9. Plastics 10.Deck-roof 11.Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight OFFICE COPY 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS • 1.5 �pR Wd2i�?P DV mr "YV�kK , 2. =>,20276 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) J (Signature) Company Name: Cask, sl<)uUr�'S C 6 iRUCT►0N6447-e-4%0 Mailing Address: 2.'8 BAY GT% City: EP vlv E ej-{ . State: fl Zip Code: 3z Cv Telephone Number: (qbl{ ) 2Lq.q7eb Fax Number: ( ) Cell Phone Number: ( ) E-mail Address:4 4 y of US(offUcrick'.CD m t s, N Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 .44116 . Orlando,FL 32837 ALPINE- Phone:(800)755-6001 �mv_ ppN alpineitw.com —Site Information: Customer" Gleckler&Sons Building Supply Job Number: 435817B JobDescription: 331 10TH ST. DUVAL CTY Address: City, State,Zip: ATLANTIC BEACH, FL Name, Address and License#of Structural EOR if one exists for the building: Name: License#: State: Address: City, State,Zip: Job Engineering Criteria: Design Code: FBC 2014 RES Design Version: 17.01.00.0525.16 JRef#: 1 W 5293530004 lend Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(psf): 20.00-7.00-0.00- Floor Load(pst): None 10.00 This package contains a job notes page, 2 truss drawings and 2 details. Item Seal# Truss Item Seal# Truss 1 320.17.1442.17307 A01 2 320.17.1442.20390 A02 mittismon y�4 >�►ffiS F,t,�i�j 4, : o. ;4.648 's r* *• : �k •s This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 11/16/2017 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 11/16/2017 2:42:28 PM t , Job Number. 435817B Ply: 1 SEQN:833830 /T3 COMN Cust:R9353 JRef: 1W5Z93530004 331 1041ST. DUVAL CTY Qty: 16 FROM:RH DrwNo: 320.17.1442.17307 Truss Label: A01 / DF 11/16/2017 8'4"12 15'9" 23'1"4 31'6" I- I8'4"12 T4"4 I- T4"4 I 8'4"12 5X6 D T 312 T2 T3 1 T 5X6 '=SE6 lo m7 sia A B F G J I H .. -==3X6(A1) =5X6 =5X6 =3X6(A1) r31'6" A I--2, I_ 10'10"5 I- 9.9"5 I 10'10"5 2'—I 10'10"5 20'7"11 31'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.277 D 999 240 J 1289 /397 /584 /- /66 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.616 D 607 180 F 1289 /397 /584 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.061 H - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.136 H - - J Min Brg Width Req= 1.5 Mean Height:19.60 ft Code/Misc Criteria CreepFactor:1.5 F Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Bearings J&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.958 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.970 RepFactors Used:Yes Max Web CSI: 0.329 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.15 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:0(0)/5(2) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 i WAVE VIEW Ver:17.01.00E.0525.16 B-C 1928 -3489 D-E 1671 -3095 Lumber C-D 1671 -3095 E-F 1928 -3489 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP SS Dense:T2,T3 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 B-I 3344 -1767 H-F 3344 -1774 Lumber value set"13B"uses design values I-H 2285 -1163 approved 1/30/2013 by ALSC Purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: C-I 469 -512 D-H 862 -327 Chord Spacing(in oc) Start(ft) End(ft) I-D 862 -327 H-E 469 -512 TC 32 -2.00 33.50 BC 83 0.15 31.35 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. ��ys Wind `` .••• ••s• d-'•4jA Wind loads based on MWFRS with additional C&C �O s•• '+• member design. 44/#1\611H + • • ? s s 1 : ,'(o. •�•848 • y • ** • i 7C i * : i s_. .4; ATE + • mss ',�pAes........ � ORS � G #0 278 y4 ' A 11/16/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeiiy attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ,,,,ty,try truss in conformance with ANSI/I PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI; www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 435817B Ply: 1 SEQN:833837 /T8 GABL Gust:R9353 JRef: 1W5Z93530004 331 1(i1-y ST. DUVAL CTY Qty: 2 FROM:RI-I DrwNo: 320.17.1442.20390 if Trussrebel: A02 / DF 11/16/2017 71122 4",2 31' " H 13 15'9" 29'1"14 1 30' " 1'1' 13'4"14 13'4"14 1'3' 1'4" 1 5'1" (TYp)�{ =5X6 L T 3 12 0 • T to SC1 v in :3X4 ,------3X4 n y fil _ _ 3C2 =3X6(C5) AF =3X6(C5) 3X4(C5) m 5X6 =3X4(C5) F 31'6" -1 H 2, 31'6" 1 2'H 31'6" (NNL) (NNL) 1--4' 1 1- 4'-I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 C 999 240 AO'82 /25 /37 /- /2 /378 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.025 C 999 180 Wind reactions based on MWFRS Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.002 U - - AO Min Brg Width Req= - Des Ld: 37.00 EXP:C HORZ(TL):-0.004 U - - Bearing B is a rigid surface. Mean Height 19.45 ft Code/Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.363 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.165 Spacing:24.0" C&C Dist a:3.15 ft Rep Factors Used:Yes Max Web CSI: 0.046 Loc.from endwall:Any FT/RT:0(0)/5(2) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.16 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See DWGS A14030ENC101014&GBLLETIN1014 for Top chord 2x4 SP#2 gable wind bracing and other requirements. Bot chord 2x4 SP#2 Stacked top chord must NOT be notched or cut in Webs 2x4 SP#3 area(NNL).Attach stacked top chord(SC)to :Stack Chord SC1 2x4 SP#2: dropped top chord in notchable area using 3x4 :Stack Chord SC2 2x4 SP#2: tie-plates 24"oc.Center plate on stacked/dropped Lumber value set"138"uses design values chord interface,plate length perpendicular to chord approved 1/30/2013 by ALSC length.Splice top chord in notchable area using 3x6. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins Mplpsbosi to laterally brace chords as follows: 'W Chord Spacing(in oc) Start(ft) End(ft) s'�S• F �iq .\ TC 52 -2.00 2.30 TC 120 2.30 29.20 •.• • •Sn•• •494, TC 52 29.20 33.50 •• $•• • BC 75 0.29 31.21 3 • Apply purlins to any chords above or below fillers r i ,f O ;i• w e at 24"OC unless shown otherwise above. g a r,7YV • s' • •a *' • Wind ; * a • Wind loads based on MWFRS with additional C&C t i member design. �� ;� ATE • 4 #0 278 49i PONAt `� i° 11/16/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of orooesstonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Gable Stud Reinforcement Detail .. ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 , Or: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 irr Ori 100 mph wind speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace I. (1) 2x4 'L' Brace w (2) 2x4 'L' Brace I.N. (1) 2x6 'L' Brace • (2) 2x6 'L' Brace •w Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: #1 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir P #1 / k2 Standard #2 Stud #3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' k3 Stud #3 Standard O H r Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' I 1 f Stud 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' 10' 14' 0' 14' 0' Douglas Fir-Larch Southern Plneww■ QJ #1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' #3 #3 #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' Stud Stud Standard Standard #3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' d (U D L L Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' Group B: U #1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir #3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #1 4 Btr L. U H F- Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #1 QJ O I� Standard 4' 5' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' Dou.lns Fir-Larch Southern Plne••• #1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' .i #1 SP #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' MEM= #2 #3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' `D, D F L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' lx4 Braces shall be SRB (Stress-Rated Board). wwwFor 1x4 So. Pine use only Industrial 55 or Standard 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B SPF #1 / #2 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d - S P I� #3 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: LD U H F Stud 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. OI 1 Standard 4' 10' 7' 5' T 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 100 plF over X #1 5' 4' 8' 10' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. .--1 D F L Stud 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Syron Attach 'L' braces with l0d (0.128'x3.0' min) nails. - I V About 11 able Truss '� 'l I O 31( For (1) 'L' brace, space nails at 2' o.c. �0`� in 18' end zones and 4' o.c. between zones. Diagonal brace option, **For (2) 'L' braces, space nails at 3' o.c. T In 18' end zones and 6' o.c. between zones. vertical length may be I • a� doubled when diagonal 18' )K I 'L' bracing must be a minimum of 802 of web brace is used. Connect L r , ip member length. diagonal brace for 525# + at each end. Max web Gable Vertical Plate Sizes Hence total length Is 14'. 441,1116.. � / ��_ 31E31E ;�� JVj�y/ Vertical Length No Splice 2x6 DF-L #2 or I tit g//l Less than 4' 0' 2X4 better diagonal r I-t- • /J'f Greater than 4' 0', but Vertical length shown bracer single 18' fa 4/ less than 11' 6' 3X4 In table above. or double cut L �( �j ♦ .� Greater than 11' 6' 454 45' (ns shown ) at _ 1 •- S �• s •, upper end. a fl v • � �1 + Refer plo common truss design for Ll al • LI '��■ peak, splice, and heel plates. / / / / /a a uous lie r'� Refer to the Building Designer for conditions Connect diagonal at ' � f 7♦ not addressed by this detail. midpoint of vertical web. Refer to chart a `-ve fill" x e 7 8e rthf wwVARNQIGIa READ AND FOLLOV ALL NOTES ON THIS DRAWING ■ F . ■ •w1NPORTANTww FURNISH THIS BRAVING TO ALL fANTRACT( S INCLUDING THE INSTALLERS. y . lir - REF ASCE7-10-GAB14030 Trusses require extreme care in fabricating,handing,shipping,installing and bracing. Refer t rir ♦ ■ follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for s§qty ♦ a DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per B ♦ ATE • .' unless noted otherwise, top chord shall have properly attached structural sheathing and bottom"/ ; ��' DRWG A14030ENC101014 g. shall have a properly attached rigid ceiling. Locations shown For permanent lateral restraint of '♦' ♦ ♦ �•s F1 r-� A I l shall Maur bracing Installed per BCS[ sections B3, B7 or H10,as applicable. Apply plates to each f �♦ ,k �y I I rl 1�� of truss and position a shown above and on the Joint Detaos, unless noted otherwise. ♦ ♦ /�� ♦ • s I u Refer to drarinps 160A-2 for stantlnrd pinto Group ons. r. ♦ + \` ' ♦♦♦ �� l Alpine,a division of ITS/BuAding Components GrouInc.shall not be responsible for any deviation fr'. „ex ♦♦ O� Vj♦ �x I AN ITW COMPANY this drawing,any failure to build the truss h conformance with ANSI/TPI 1,or For handling,shipping, 4 C •ii•.rf•■* installation I bracing of trusses. TOT, LD. 60 PSF A seal this drawing or cover page listing this drawing,Indicates acceptance of professional / (S/O NAL. w G� //137231 Riverpod\Dave engineerig responsibwlty solely for the design sho.mt The suitability and use of this drawing / ,11`H ;,v I\Suite 1200 for any structure Is the responsibility of the &ring Designer per ANSI/TPI I Sect. ////f! I i Maryland\Heights\MO\63043 For more Information see this Job's general notes page and these web sites. ""f1fpninUn ALPINE. www.alpinatw.caml TPI' www.tpinst.orgl SBCA, www.sbcindustry.orgr ICO www.iccsafe.org ;mei'"'S II Ih''ill' MAX. SPACING 24.0' GaoLe 3etalL For Let-in Verticals Gable Truss Plate Sizes la About O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. K,,\,. .. +ORefer to Engineered truss design for peak, splice, web, and heel plates. © 6-1i)If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. 5leal 2X4 p p © h Examples p. 2X4 / 2X8 'T' Reinforcement Attachment Detail ..., . 'T' Reinforcing 'T' Reinforcing Member Member 10: )i ii.„,,,,, , ,„ : nw © Toe-Hall - Or - End-Hall 1.1 .,� O O To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails 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, Rleld Sheathing Toennlled 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 Nail �) �1 (4) toenails in the top and bottom chords, g 'T' Relnf, .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 Wlnd Speed = 120 mph Gable 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 *3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101OI4, AI6015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015ENDI01014, A2001.'r14114" T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A1203OENCIO1O14, A1403OENC101014, ‘2 � 0 (1) 2x4 'L' Brace Length = 8' 7' A1803OENC101014, A2003OENC101014, A2003OEND101 II sit +R �` //j' Maximum 'T' Reinforced Gable Vertical Length 511515ENC100815, S12015ENC100815, S14015ENClp il'1►i. y / 1.30 x 8' 7' = 11' 2' S18015ENC100815, S20015ENC100815, S20015E Jt 45 11' 1) `w(/- S11530ENC100815, S12030ENC100815, 514030 ��pp' 6LQIT7,'4 • � ♦�+-� N �l V S18030ENC100815, S20030ENC100815, S200 ND1'.:i.., S '.�IPEDUi815� li 4 Noll 1/ Ceiling See appropriate Alpine gable detail for maxum unre farc.: gabl• - Ical le 14 h. I o. • •648 • * s.VARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAVINGI r • '` REF LET-IN VERT ..DIPORTANTss FURNISH THIS DRAWING TO ALL CONTRACTORS DELUDING TIE INSTALLERS. I i Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer �{' and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) For sfiety a ATE • ♦ ♦ DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per Bf'�Y'I. # : ♦ "• - Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom har..,l •♦ ♦ fi DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of b ♦ ♦♦ /'F1 �i A , -I ; shall have nd posi ion alletl per BCSI sections t3, J or Blg, lis applicable. Apply plates to each f -, ♦♦ �� \pP♦♦ �� L///y/IL.I I r� I\v, of truss and oslt160 ns shown above and on the Joint Detolls,unless noted otherrlse. �♦i O ♦ �` ` I I Refer to drawings 160A-Z for standard plate positions. .{I �* i Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation fro `♦♦♦��♦♦♦ AN MA/COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, •�1/ Installation bracing of trusses /y, S/°NAS t. MAX. T❑T, LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indcates acceptance of professional /b.• _J 11137231RverpomOnce engineering responsibility coley for the design shown. The suitability and use of this drawing kl ib DUR. FAC, ANY LI Suite)zoo for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect ;ii)2�i � � �« V A MarylandA Heights,A MOA 63043 For more information see this Job's general notes page and these web sites i 1'1(1/2017 ALPINE, www.alpineltr.comi TPI, www.tpinst.orgi SHCAi www.sbcindustry.orgl ICC, rwnAccsofe.org MAX. SPACING 24.0' F 1 Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE- Phone:(800)755-6001 Iry oMPA�. alpineitw.com —Site Information: Customer: Gleckler&Sons Building Supply Job Number: 435817A JobDescnption: 331 10TH ST. DUVAL CTY Address: City, State,Zip: ATLANTIC BEACH, FL Name, Address and License#of Structural EOR if one exists for the building: Name: License#: State: Address: City, State,Zip: Job Engineering Criteria: Design Code: FBC 2014 RES Design View Version: 17.01.00.0525.16 JRef#: 1 W 5293530003 Wind Standard NA Wind Speed(mph): N/A Roof Load(psI: None Floor Load(psf): 40.00-10.00-0.00- 5.00 This package contains a job notes page, 8 truss drawings and 2 details. Item Seal# Truss Item Seal# Truss 1 320.17.1441.18367 F01 2 320.17.1441.19760 F02 3 320.17.1441.21317 F03 4 320.17.1441.22327 F04 5 320.17.1441.23467 F05 6 320.17.1441.33970 F06 7 320.17.1441.36843 F07 8 320.17.1441.40477 F08 NtIla e,1AS F1zZ% ow O��•� .is$...�. o. ;'.648 i i* i i dr * : * • .i..13.)1 / a 1 . J This 1vr ' document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 11/16/2017 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 11/16/2017 2:41:50 PM i Job"umber: 435817A Ply: 1 SEAN:833819 /T2 SY42 Cust:R9353 JRef: 1W5Z93530003 I 331 TOTH ST. DUVAL CTY Qty: 1 FROM:RH DtwNo: 320.17.1441.18367 Truss Label: F01 / DF 11/16/2017 L 1'34,15'11"8 1'3 4 14'8"4 a a�Q� 13'2" I HQ.� I 1 3"12 11712 I I 178 I 1,4„_..i (TYP) w3X4 w3X4 A B L M , _ , L 7 , _ _ „./. ) _L r _ 1\--__ - _ , ,m 1112X4 =3X4 .3X4 1112X4 I 1511"8 I I 1511"8 H Loading Criteria(psf) IWind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 'Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 M 999 360 0* 108 /- /- /- /- /191 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 M 999 240 0 Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 Z - - Bearing AA is a rigid surface. EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL):-0.000 Z - - NCBCLL: 10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.093 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. „ , Purlins filli. FCF��qto ItoallyIn lieu of tbratural ce chordsls as rfrigids:eiling use purlins a`•S•+•+f'Y Chord Spacing(in oc) Start(ft) End(ft) 3.-3 + TC 120 0.25 15.71 BC 120 0.25 15.71 + a !t o .4.648 • • Apply purlins to any chords above or below fillers I at 24”OC unless shown otherwise above. ; 1 • *, i W 7C • • • Additional Notes s • ' ATE + See detail STRBRIBR1014 for bracing and bridging % • • Ct recommendations. % :t• P �+ ki $ Truss must be installed as shown with top chord up. �'$ j. ••+ L 0RAv. •••,' #0 27a "`'sj470NA1- '� 11/16/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face.of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essronaengineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 J Job)Number: 435817A Ply: 1 SEQN:833813 /Ti SY42 Cust:R9353 JRef: 1W5Z93530003 331 13TH ST. DUVAL CTY Qty: 7 FROM:RH DrwNo: 320.17.1441.19760 Truss Label: F02 / DF 11/16/2017 7'2"89'2"8 15'11"8 7'2"8 I 2' 6'9„ H I- PIz'6^ I 1.3"123°1z r3°1z I 1'3"123°1z 11'3°1z' f31 (TYP) I111X3 1111X3 =1X3 1111X3 1111X3 1111X3 1X3 A B C D E F G H I J �K T 3�I9 -.--" ` //` ///`_ \./ \ / sa \r/ Ny•N - 1 / T S R Q P O N 3X6 1111X3 =3X6 1 1511"8 1 F 1511"8 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.191 F 970 360 T 866 /- /- /- /- /8.9 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.312 F 595 240 M 864 /- /- /- /- /2.8 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 B - - T Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.058 B - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings T&M are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.998 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.994 Members not listed have forces less than 375# Rep Factors Used:Yes Max Web CSI: 0.403 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -1444 F-G 0 -2685 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 C-D 0 -2399 G-H 0 -2395 Lumber D-E 0 -2399 H-I 0 -2395 E-F 0 -2679 I-J 0 -1455 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Lumber value set"13B"uses design values T-S 835 0 P-O 2683 0 approved 1/30/2013 by ALSC S-R 2025 0 O-N 2032 0 R-Q 2634 0 N-M 848 0 Plating Notes Q-P 2685 0 All plates are 3X4 except as noted. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins T-B 0 -1163 G-O 0 -614 to laterally brace chords as follows: B-S 846 0 O-I 494 0 Chord Spacing(in oc) Start(ft) End(ft) lfpl, TC 77 0.25 15.71 5 rr$ " S-C 0 -808 I-N 0 -803 BC 120 0.25 15.73 /all v +i.�`: N/ C-R 508 0 N-J 845 0 Apply purlins to any chords above or below fillers ••• •••• f� R-E 0 -415 J-M 0 -1170 at 24"OC unless shown otherwise above. ••, S�►♦•♦ • E-Q 448 -167 �' C' Additional Notes • • +2x6 continuous strongback.See detail ; �1 o. ;(•648 •i STRBRIBR1014 for bracing and bridging • * recommendations. * ; * *• _ Truss must be installed as shown with top chord up. • ; _.. ,.p., ATE 0 : 4t. 4:0 lrit #0 278�y�''4s ,QNA: w muumuu 11/16/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,r„.,; Y truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suitability 9 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinsl.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 J Job.Number: 435817A Ply: 1 SEAN:833851 /T4 SY42 Cust:R9353 JRef: 1W5Z93530003 331/OTH ST. DUVAL CTY Qty: 8 FROM:RH DrwNo: 320.17.1441.21317 Truss Label: F03 / DF 11/16/2017 7'2"89'2"8 1574 H 7'2"8 I 2' 6'4"12 poll �'I 1_2,6„ 1'3"12 11'3"12-1 { 2'3"4 (TYP) 1111X3 =1X3 1111X3 III1X3 1112X4 A B C D E F G H I J T 3�8 =e . n A n Ill_X\./ X_/RN 1 R — Q P 0 N M L K 3X6 1111X3 =3X6 r 1574 1 1574 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.166 F 999 360 R 846 /- /- /- /- /8.9 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.277 F 654 240 K 858 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 B - - R Min Brg Width Req= 1.5 EXP:NA HORZ TL: 0.050 B - - K Min BrgWidth Des Ld: 55.00 Mean Height:NA ft ( ) Req NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing R is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.996 TPI Std: 2007 Max BC CSI: 0.438 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.390 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -1400 F-G 0 -2550 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 C-D 0 -2312 G-H 0 -2278 Lumber D-E 0 -2312 H-I 0 -1401 E-F 0 -2545 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Lumber value set"138"uses design values R-Q 813 0 N-M 2546 0 approved 1/30/2013 by ALSC Q-P 1961 0 M-L 1960 0 P-O 2518 0 L-K 812 0 Plating Notes 0-N 2550 0 All plates are 3X4 except as noted. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins R-B 0-1133 G-M 0 558 to laterally brace chords as follows: p B_Q 816 0 M-H 486 0 Chord Spacing(in oc) Start(ft) End(ft) kttpl� TC 91 0.25 15.60 fini,,, C/ "Z* Q-C 0 -780 H-L 0 -778 BC 120 0.25 15.35 +L�J� C-P 477 0 L-1 820 0 Apply purlins to any chords above or below fillers '•c,••„ .f/j� P-E 0 -392 I-K 0 -1133 at 24"OC unless shown otherwise above. �v&•••�-ii��r E-O 391 -179 • Hangers/Ties • (J)Hanger Support Required,by others : it o. ;t,648 •• • r Additional Notes i* i * a * Z +2x6 continuous strongback.See detail = �' ATE ,a STRBRIBR1014 for bracing and bridging . +• 0 • r. recommendations. ,,AA+ t�. • (� Truss must be installed as shown with top chord up. 'a�0-r0A'••*�OR,Q`'.•� / #0 278,,y'�41414,w , ' 11/16/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinrDetails, unless noted otherwise. Defer to ALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,V,C , truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of prooesstonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.corn;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 435817A Ply: 1 SEQN:833822 /T11 SY42 Cust:R9353 JRef: 1W5Z93530003• c 331 '70TH ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 320.17.1441.22327 Truss Label: F04 / OF 11/16/2017 174 1574 174 I 14.4.. I ( 12'912 --_ 11'1"t0.i_71"10 I 178 I 1,4„H (TYP) 3X4 .3X4 A B L M 1 T 1 - F 1 /////////�// O 0 1112X 1112X4 =3X4 =3X4 I 157"4 I 157"4 'I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 M 999 360 0. 108 /- /- /- /- /187 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 M 999 240 0 Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 Z - - Bearing AA is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 Z - - Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Members not listed have forces less than 375# NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.093 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"13B”uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Ngj Purlins �� S Fi c4 `` In lieu of structural panels or rigid ceiling use purlins �`r••s'•• ies•�•f/ to laterally brace chords as follows: 4 ••' �`•• • Chord Spacing(in oc) Start(ft) End(ft) 1 TC 120 0.25 15.35 • BC 120 0.25 15.35 �f O ;C.648 • Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. .* • �. * _ I . Additional Notes =+ ' ATE • �' i Truss must be installed as shown with top chord up. b. ,_ I � • t`r •...... #027s''°i"' ONAL!' aut inuu 11/16/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)tr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for_permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10' as applicable. Apply plates to each face otruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pae 2400 Orange Dr. listing this drawing,indicates acceptance of orooessionaf engineering responsibility solely for the design shown. The suit-ability 2400 Lakeao and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job yNumber: 435817A Ply: 1 SEQN:833848 /T6 SY42 Cust:R9353 JRef: 1W5Z93530003 f 331 70TH ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 320.17.1441.23467 Truss Label: F05 / DF 11/16/2017 1'3"413'9"8 1'3"4 I 12'6"4 P. a�d"� I 1{ I ,511'',, 'I r-13"'i I"-I 178 I 1'4"H (TYP) =3X4 =3X4 A B K T r \ m. 1 JJ r I'=1 L Y „,,,, --_,.,/',,,,,-21,,,„, , �/ j,,,'''',, ,,, /''' N 1112X4 X4 w /w P 1112X4 3X4 .3X4 1 13'9"8 1 I 13'9"8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 L 999 360 Y 64 i_ /.. I_ i_ /2.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 L 999 240 N* 105 /- /- /- /- /162 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 C - - Y Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.000 C - - N Min Brg Width Req= - NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings Y&Y are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.093 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.019 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 1X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spa 20(in oc) Start0.25 13.54End(ft ��J , TC 120 0.25 13.54 !r”(/,.�� BC 120 0.23 13.54 'd atA24"OClns to unless shownrds above otherwi a abovew fillers /11.4°. ,d ♦_.♦•' •""rS4••% • Additional Notes I4 S See detail STRBRIBR1014 for bracing and bridging . • ;�. � recommendations. Truss must be installed as shown with top chord up. i* i * : *2 - ,Q ATE + 3$ S. • 0 #0 278#�' sONAL . +rn„utw+t 11/16/2017 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/l PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn:TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number: 435817A Ply: 1 SEAN:833845 /T7 SY42 Cust:R9353 JRef: 1W5Z93530003 1 ' 331 BOTH ST. DUVAL CTY Qty: 8 FROM:RH DrwNo: 320.17.1441.33970 Truss Label: F06 / DF 11/16/2017 3'11"8 5'11"8 9'10"12 1,9'0"4 14'1"12 3,11"8 2' 3'11"4 II'8 4.1"8 H 3 H 1'3"H P1 Pi �- 13.,12 -I I -4F H 2'4" 2'S"4 2'6" 1'3" 1111X3 1111X3 =1X3 1111X3 =1X3 A B C D _E F G H �I T 3.8 • T L/ N./i- _ Is R NM =3X6 1112XP 0 L 4 1111X3 =3X6 III1X3 i 14'1"12 f- 14'1"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.197 D 832 360 S 764 /- /- /- /- /2.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.334 D 490 240 K 767 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 K - - S Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 HORZ(TL):-0.030 H - - K Min Brg Width Req= 1.5 Mean Height:NA ft Bearings S&K are a rigid surface. NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 9 9 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.856 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.592 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.382 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -1279 E-F 0 -2013 Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 C-D 0 -1892 F-G 0 -1760 Lumber D-E 0 -1896 G-H 0 -1243 Value Set.13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP SS Dense Webs 4x2 SP#3 S-R 702 0 0-N 1772 0 Lumber value set"13B"uses design values R-Q 1879 0 N-M 1760 0 approved 1/30/2013 by ALSC Q-P 1892 0 M-L 1749 0 P-0 2128 0 L-K 725 0 Plating Notes All plates are 3X4 except as noted. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins S-B 0 -968 G-L 0 704 to laterally brace chords as follows: B-R 803 0 L-H 720 0 Chord Spacing(in oc) Start(ft) End(ft) R-C 0 -899 H-K 0 -1010 TC 120 0.25 13.90 IM4th P-E 97 -429 BC 120 0.23 13.904,00011:1S‘ F E," i�, Apply purlins to any chords above or below fillers ` " � at 24"OC unless shown otherwise above. ��V •••••„Q•�•• .j;� Additional Notes .1 • +2x6 continuous strongback.See detail 4 �• • C a� • STRBRIBR1014 for bracing and bridging ` t 0. •648 •• ; recommendations. * Ti1 Truss must be installed as shown with top chord up. 1 7� : • =s ,d'; ATE V% • ••••0R,•''p 0 *ZONAL 104" --*"8411151114111- 11/16/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE'L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionar engineenn9 responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 Job Number. 435817A Ply: 1 SEQN:833798 /T5 SY42 Cust:R9353 JRef: 1W5Z93530003 V. ( 331410TH ST. DUVAL CTY Qty: 7 FROM:RH DrwNo: 320.17.1441.36843 Truss Label: F07 / DF 11/16/2017 8' 9'9" 1T9" F8' 1,9„ 8' F 1 1'3"12 1'3'12 1'3"12 1'3"12 1'3"12 1'3"12 I-2 6" + —I - -I- -I F—2'0"12—i I�I (TYP) 6X6(") 1117X8[18][18] 4X6= 1112X4 —=3X61141 1114X12 =4X8 =3X6 =3X4[9] J K L T A B C D E F G H T �8 11W%% ,"MIL PIM' ._. i t PM mom' / \�� 1)1 1 __ ' V U T S R Q P 0 4X6[2] =4X6[4] =3X6[8] =3X4 =3X4 =4X10 =4X6 =4X6 =W=H0312 1 179" A 17'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 60.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt NA Ce:NA VERT(LL): 0.572 F 361 360 W 1314 /- /- /- /- /8.9 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.787 F 263 240 o 1331 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.071 B - - W Min Brg Width Req= 1.5 Des Ld: 75.00 EXP:NA HORZ(TL): 0.097 B - - 0 Min Brg Width Req= - Mean Height:NA ft Bearing W is a ri gid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.996 TPI Std: 2007 Max BC CSI: 0.703 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.866 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): B-C 0 -3230 H-I 0 -4515 Wind Duration:NA WAVE,HS VIEW Ver:17.01.00E.0525.16 C-D 0 -5516 I-J 0 -3522 Lumber Hangers/Ties D-E 0 -5516 I-J 0 -1049 E-F 0 -6576 J-K 0 -3518 Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others F-G 0-6593 J-K 0 -1048 Top chord 4x2 SP#2:T1 4x2 SP SS Dense: Deflection G-H 0 -6574 K-M 0 -2241 Bot chord 4x2 SP SS Dense Webs 4x2 SP#3 Max JT VERT DEFL:LL:0.57"DL:0.27".See detail Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values DEFLCAMB1014 for camber recommendations. Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Additional Notes W-V 1843 0 S-R 6593 0 Plating Notes +2x6 continuous strongback.See detail V-U 4579 0 R-Q 6179 0 All plates are 1X3 except as noted. STRBRIBR1014 for bracing and bridging U-T 4579 0 Q-P 3177 0 (I)-plates so marked were sized using 0% recommendations. T-S 6200 0 P-0 1276 0 Fabrication Tolerance, 2 degrees Rotational Truss must be installed as shown with top chord up. Tolerance,and/or zero Positioning Tolerance. Maximum Web Forces Per Ply(lbs) (")1 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning Mlillswgl W-B 0 -2217 G-R 0 -402 requirements. �u�+ r, y •7 !'(�►� ,4 B-V 1667 0 R-H 965 -169 Plate Shift Table ,V` V-C 0 -1621 H-Q 0 -1972 JT Plate Chord JT Plate Chord �'c 5'`•0`6.f•S•'•ilk C-T 1110 0 Q-K 1818 0 No Size Shift Bite No Size Shift Bite • 11 •••• T-E 0 -811 K-P 0 -1301 [2] W4X6 2.75 L 1.25 [4] W4X6 3.25 L 1.25 • E-S 954 -186 P-M 1342 0 • [8] W3X6 2.75 L 1.25 [9] W3X4 1.75 L 1.25 O. ;t•648 S-F 7 -386 M-O 0 -1781 • [14] W3X6 3.50 R 1.25 [18] Wi1 7X8 3.00 R 5.75 :• * • • Purlins ; 7C • In lieu of structural panels or rigid ceiling use purlins = v. ATE • to laterally brace chords as follows: I, ,00 .. • cr Chord Spacing(in oc) Start(ft) End(ft) S op % OQ„••+ kf fr TC 62 0.25 13.75 OA- ORS C� a TC 79 13.75 17.75 Fn••+.M••.••••%[ .' BC 120 0.25 17.50 iy Vs �r V Apply purlins to any chords above or below fillers #0 278 11�iyr, 0NAL " , at 24"OC unless shown otherwise above. ' 4tyippittito 11/16/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to ach face,oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Neter to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ; truss in conformance with ANSI/l PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing,indicates acceptance of orooesslonar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsate.org IJob Number. 435817A Ply: 1 SEAN:833842 /T12 SY42 Cust:R9353 JRef: 1W5Z93530003 ^• ' 331%1 OTH ST. DUVAL CTY Qty: 1 FROM:RH DrwNo: 320.17.1441.40477 Truss Label: F08 / DF 11/16/2017 174 17'9" 1,3•,41- 16,5,12 40"±1.1 aa II 14'11"8I I--0.4 I 176 I 1'4„- (TYP) =3X4 =6X61114X12 1114X12 =3XP4 1112XQ4 L M N It�- -e (" L _ _ K I l- /- I 1 8 7M AG AE��B/////��jE/ 2111 X4 1112X4 =3X4 mW=3X4 =3X4 I 179" 179" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 60.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.002 N 999 360 AG149 /- /- /- /- /213 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 N 999 240 AG Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 N - - Bearing AG is a rigid surface. EXP:NA Des Ld: 75.00 Mean Height:NA ft HORZ(TL):-0.002 N - - NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.130 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.020 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.045 Loc.from endwall:NA FT/RT:0(0)/5(2) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.01.00E.0525.16 Lumber Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. 1111111118.40.. Purlins In lieu of :Si.` FLC *. structurallolling use purlins �V••.,.iiiil, •� to Itoallybrce chordsas follows: Chord Spacing(in oc) Start(ft) End(ft) [v4), 5� v• • TC 120 0.25 13.75 TC 79 13.75 17.75 i BC 120 0.25 17.50 1 ,''l o. ;(•648 • Apply purlins to any chords above or below fillers ; 1 i • at 24"OC unless shown otherwise above. * • * • • a Additional Notes =0 ,,0', ATE + ;• +2x6 continuous strongback.See detail . • ; STRBRIBR1014 for bracing and bridging �.j 0.+• /C ov.0 �(/ recommendations. .t` n•S .�R; ._c, Truss must be installed as shown with top chord up. #0 278 **I y,�QNAl- +wr1watWi 11/16/2017 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. AppTy plates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to .ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the ,,,RV/COMPANY truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drrwirfg or cover page,, 2400 Lake Orange Dr. listing this drawing,indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32837 4 STRONGBACK BRIDGING REC❑MMENDATI❑NS r 0.-All scab-on blocks shall be a minimum 2x4 e BUTT STRONGBACK "stress graded lumber.' BRIDGING TOGETHER lo.-All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 1` �0 IP-The purpose of strongback bridging is to -p" ATTACH SCAB WITH l0d BOX/GUN develop load sharing between individual trusses, 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' O.C. (max.) NOTE: Details 1 and 2 are the preferred attachment methods .The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. "Bracing" is an WEB W/ (3) 1Od COMMON 1;010.":° important structural requirement of any floor (0.148'x3') NAILS OR (4) 10d BOX/GUN or roof system. Refer to the Truss Design O 1..28'x3.0') NAILS Drawing (TDD) for the bracing requirements for ��/'' each individual truss component. 'Bridging,' �� 71,7 / particularly "strongback bridging' is a 'I�� recommendation for a truss system to help \0/� / �.�� control vibration, In addition to oidia in the 9/ ` `/�� \ �� distribution of point loads between adjacent rl'�1 -� 'i �/ truss, strongback bridging serves to reduce • ° STRONGBACK BRIDGING 'bounce' or residual vibration resulting from �/ SPACING REQUIREMENTS moving point loads, such as footsteps. up to 10'None required 10'to 20'1 roy Cat center of span) The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR 20'to 30 2 rays(I at each U3 points) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 3'to 40 3 rows(I at each 1/4 paints) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' Space roes at 10'Dc.pants) bridging and therefore is strongly recommended SCAB—ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) IOd COMMON (0.148'x3.0') NAILS For additional information regarding strongback OR (4)l0d BOX/GUN (0.128'x3.0')NAIS, O / g g g NAILS. bridging, refer to BCSI (Building Component �� `�//� /1 Safety Information). .44:1%„„„,... ..11101/� `/�j� IRIftANfgr/ �� `,�� tilRA,4f9> 11144 :300 `I ATTACH STId Gl .' • \/ TO BOTTOI CHORD TH (2) #103' SCRE,/' ' • STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 1 : /' Q• ; .648 • •SVARNINGI••READ AND FOLLOV ALL NOTES ON THIS BRAVING t • * , T PSF REF STRONGBACK ••IMPORTANT••FURNISH THIS➢RAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabric ting,hondihg, shipping,Installing nod bracing. Refer to�d K follow the latest edition of BCSI<BuildingaCoeponent Safety Information,by TPI and SBCA)for sa y e t#. PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCO. , 1 - Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom to -.. , ATE ! 41(-4 PSF DRWG STRBRIBR1014 shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of its � o 4J A- A i I shall have bracing Installed per BCSI sections B3,B7 or 810,as applicable. Apply plates to each fo //, __I 1 J 1` ' of truss and position ns shown above and on the Joint Detnlls,unless noted otherwise. .r/`f ♦ /A_ ��r^.' �••y r' I \SII I r Refer to drawings 160A-Z For standard plate positions. (�/ ..% �.• '/Z.O R` •.��* 1.iZ P S F Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation fro ,t +1*r r ♦� �r AN fTWCOMFWJY this crowing,any fnllure to build the truss ti conformance with ANS[/TPI 1,°r far handling,shipping, rrrsrr • . i�• LD. PSF Installation I.bracing of trusses. �f A seal on this drawing or cover page listing this drawing,Mdlcntes acceptance of professional 11137231 Riverporl\Drive engineering r.sponsbllIty solely for the design show.. The suitability and of this drawing '14S0 NAL. -rel UR. FAC. 1.00 \\Suite\200 for any struchre Is the responsibility of the Building Designer per ANSI/TPI I Sec2. )�..� \\Maryland\Heights,\MO\63043 For more information see this Job's general notes page and these web sites, "alta ttaliti 11W. SPACING ALPINE,wwwalpineitw.coml TPI. www.tpinst.orgl SHCA.wew.sbcindustry.orgl ICC. wweiccsofe.org ,IQ 7-ly I I/II/16/1017 4 (, Commentary: Deflection and Camber ., Camber may be built into trusses to compensate L = Span of Truss (Inches) • for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the following advantages' Recommended Truss Deflection Limits ! Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits IIFacilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof' Trusses 24 L/240 (vertical) L/180 (vertical) Z Compensates for different deflection Floor of' Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses 1- Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses ! Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (LID) may be required to help control vibration, Flat Roof Trussed �Rp .25 x Deflection from Live Load) + pS F Design Dead Load Deflection) ugu The following tables are provided as guidelines for !" limiting deflection and estimating camber. Conditions or Note' Th- .`Vb , .. tag*,.l • , e considerably less than codes may exist that require exceeding these t `N � 'a f ••• • • recommendations, or past experience may warrant using V' �C more stringent limitations. 1 * ,4 O. :(•648 ••• I I * ..VARNDt.0 a READ AND PLOV ALL NOTES ON THIS BRAVING Si j ■.DPQtTANT..FURNISH THIS/RAVING TO ALL CONTRACTORS DICLUDING THE INSTALLERS. .} • * •* REF D E F L E C/CAM B Trusses require extreme core In fabricating,handl nr • Qulr hg handling,shipping,Installing and bracing. Refer t • follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa ty , * DATE 10/01/14 practices prior to performig these functlons. InstoUers shall provide tenparoryy bracing per • f Unless noted otherslse,top chord shall have properly attached structural .heotNrp ord hotton . ATE 1C� DRWG DEFLCAMB1014 shall hove n properly attached rigid ceiling. Locations shown for permanent lateral restraint of + • .V shall have bracing Installed per BCSI sections 33,B7 or 310,as applicable. Apply plates to each f • ALPINE of truss and position as shown above and on the Joint Details,uhiess noted otherwise. •• � `, Refer to drawings 160A-2 for standard plate positions. I /� ••�� Q`O• • a� AN RW COMPANY Alpine,drawing, division of ITV Building Carponents Group Inc shall not be responsible for any deviation fr I� ••�. O,`a��•r r,I Ing,any failure to build the truss in conformance with ANSI/TPI L or for handling,shipping, •►*east v 1j. Installation L bradng of trusses. V A seal on this drawing or raver page listing this drawing,Ywscates acceptance of professional ., s/0 NAL��, \\ I3723\Riverpon\Drive engY5 y s rrsporatlit..solely for the dr tie shown The sultabllity and ease of thi drawing \\suns\200 for orry strucbre b rrsponsWtty of BuldYp Designer per A16LTPI I Sect _-.sb \\Maryland\Heights,\MO\63043 For none Information ser this Job's general notes page and these web sites. -.wq/�Bwe..►M'- ALPINE...w.slpin.lt..coni TPI.►...tpinst.orgi SBCA.ss.,obchdustry.orgl ICG..slccsafe.org if()'7k I I/11,0111'7 OFFICE COPY FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements(five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCSB v6.0 1/31/2018 10:46:14 PM Page 1 of 1 FORM R405-2017 PROJECT Title: Durham Addition Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 928 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 331 10th St Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL MAYPORT NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Block1 928 8450.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 150 1215 No 1 1 Yes Yes Yes 2 2nd Floor 778 7235.4 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 26.5 ft 0 150 W — 0 0 1 2 Floor Over Other Space 2nd Floor ___ ____ 778 W 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 956 ft2 116 W Medium 0.6 No 0.3 No 0 14 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 928 ft2 N N • 1/31/2018 10:46 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 COOLING SYSTEM J # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/Supplemental for a None SEER:14 23.2 kEttu/hr 696 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft2 DUCTS { Supply---- -- Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 120.64 f Attic 46.4 ft2 Default Leakage 2nd Floor (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingH Jan Feb [ 1 MarA [ ]Ma X]Jun ((X Jul fX Au X Se [ ]Oct [ Nov fDecHeatinJan X; Feb [XI Mar Apprrl 1May4 1Jun [ 'Jul [ 1 Au41 Se [ Oct NovXjDecVentin Jan Feb [[XX)Mar X Apr [ ]Ma [ ]Jun (( Jul [ Aug [ Sep [X3 Oct [X Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/31/2018 10:46 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS 331 10th St Permit Number Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(MandatoryThe building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageNindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 1/31/2018 10:46 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 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. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 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). R403.5.6.1.2 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. R403.5.6.2 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 meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 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. R403.6 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 including: Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 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 that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI:1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 1/31/2018 10:46 PM EnergyGauge®USA-FfaRes2017 -FBC 6th Edition(2017) Compliant Page 3 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandator6Ne energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(MandatoryJuel gas lighting systems shall not have continuously burning pilot lights. 1/31/2018 10:46 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 5 of 5 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name. Durham Addition Builder Name: Street: 331 10th St Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Design Location: FL,MAYPORT_NS Jurisdiction: 261100 Cond.Floor Area:: 928 sq.ft. Cond.Volume: 8450 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50)from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50)* : 3 Pa cfm -- *Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50)shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50)is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be tumed off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing shall be conducted by either •�O,T►i.E STgr :. performance results demonstrate compliance individuals as defined in Section %, •:�.� with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or '�"!••-•„ ; accordance with Section R402.4.1.2. individuals licensed as set forth in ' _+r+ ''.':,` , mss. Section 489.105(3)(f), (g),or(i)or an :' --- approved third party.A written report :�' �� a f of the results of the test shall be signed *`... o)c SIGNATURE: by •the third parry conducting the test ';r,�; ... and provided to the code official. 1,.COD 11+ .... PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: 1/31/2018 10:46 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Job. +�- wrightsoft p ReportDate: 1/15/18 2nd FI Addtn By: M.Ellis Energy Design Systems, Inc. 11727 Brady Rd.Jacksonville,FL 32223 Phone.904-268-3670 Fax:904-268-3670 Email eds.jax@gmail com Project Information For: Durham Addition 331 10th St,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 17333 Btuh Entering coil DB: 77.4°F Outdoor design WB: 77.4°F Latent gain: 3007 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 20340 Btuh Indoor RH: 50% Estimated airflow: 773 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140241K*+ARUF25B14A* Actual airflow: 773 cfm Sensible capacity: 18328 Btuh 106%of load Latent capacity: 4872 Btuh 162%of load Total capacity: 23200 Btuh 114%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 11329 Btuh Entering coil DB: 67.2°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Amana Model: ASZ140241K*+ARUF25B14A* Actual airflow: 773 cfm Output capacity: 23200 Btuh 205%of load Capacity balance: 22 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 773 cfm Output capacity: 3.0 kW 92% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-Jan-31 22:47:14 wrightsoft Right-Suite®Universal 2017 17.0 17 RSU17457 Page 2 ACOA .ual J\Durham Addition,331 10th St,All Bch rup Calc=MJ8 Front Door faces: S Sheet 1 1" 32 cfm 4 " 82 cfm 6 " Master Be. 6 " 6 " w' 82 c al- 109 cfm Office 800 cfm 10 " 14 " 35 cfm ti 4 " inen � WIC 1 n 4rr 92 cfm Master Bath r•`A n ..1+, 4 " 4 " 92 cfm WIC 2 al 02 cfrri_ 1 �1,65 cf Job #l: Exclusively for the use of: Scale. 1 : 53 Performed for: Fage 1 Durham Addition Estes -eat ng& Air Right-Sute®Unt era12017 331 10th St 17_0.17 R SU 17457 2018-an-3122:49:47 Atlantic Beach, FL .ddion,331 10th S,All Bch.rup Return Branch Detail Table Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rbl Ox 0 800 800 39.4 0.065 748 14.0 Ox 0 VIFx Bold/italic values have been manually overridden 2018-Jan-31 22:49 44 ...� Wrightsoft- Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 A C k ._ual D\Durham Addition,331 10th St,Atl Bch.nip Calc=M18 Front Door faces: S