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1067 BEACH AVE - PERMIT FOR ADDITION I , CITY OF ATLANTIC BEACH ss 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 -ELECTRICAL PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-RADD-293 Job Type: RESIDENTIAL ADDITION Description: addition Estimated Value: $126,000.00 Issue Date: 8/10/2016 Expiration Date: 2/6/2017 PROPERTY ADDRESS: Address: 1067 BEACH AVE RE Number: 170267-0000 PROPERTY OWNER: Name: LAMBERT ET AL, LYDA L Address: 1067 BEACH AVE GENERAL CONTRACTOR INFORMATION: Name: STYLES CONSTRUCTION, INC. Address: 1537 PENMAN RD SUITE A QA DARRELL GLEN SMITH Phone: 904-545-9107 FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $240.00 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $480.00 STATE DCA SURCHARGE $8.37 STATE DBPR SURCHARGE $8.37 BD PLAN REV. 2ND $50.00 SUBMITTAL WATER CROSS CONNECTION $50.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACII ORDINANCES AND THE FLORIDA BUILDING CODES. A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD Jr: ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 */'.4Jj319� Total Payments: $986.74 • PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ee�,s `�r,J, • City of Atlantic Beach APPLICATION NUMBER 'S • Buildin Department`i 800 Seminole Road (To be assigned by the Building Department.) - _ •V Atlantic Beach, Florida 32233-5445 2-92 Phone(904)247-5826 Fax(904)247-5845 'I:0130- E-mail: building-dept@coab.us Date routed: c) H City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /4 6 7 Aie% iui_ De artment review required Ye No Applicant: / Cagnirr/-74)--1 Planning & • ' Tree Administrator Project: : bi A . . i litie Public Sfety • 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: proved. ❑Denied. (Circle one.) Comments: BUILDIN > v PLANNING &ZONING Date: " 0��4 Reviewed by (� TREE ADMIN. Second Review: ❑App roved as revised. enied. PUBLIC WORKS Comments: .11\--i-c—k“ •D GO PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: -S I!Z t FIRE SERVICES Third Review: DApproved as revised. enied. Comments: k_rrk L46..D (moo 40.4% S k-q5 M.-r -k � � — 45-0. a C) Reviewed by: —4 - Date: 6 1? 11 L BUILDING PERMIT APPLICATION A q rgi CITY OF ATLANTIC BEACH iY sari.. CQPY 800 Seminole Road,Atlantic Beach,FL 32233 - - Office(904)247-5826 Fax(904)247-5845 / n n Job Address: 1067 Beach Ave. Permit Number: / - 'I/✓D-.2 .7 Legal Description Parcel# Floor Area of Sq.Ft. Sq.Ft Valuation of Work$-607600:007 Proposed Work heated/cooled 3,000 non-heated/cooled I opo Class of Work(circle one): New Addition Alteration Repair MoveDemolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residents If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A Florida Product Approval# 1723511 For multiple products use product approval form Describe in detail the type of work to be performed: Rebuild framing,plumbing,a/c,electric,drywall,windows,tile,paint Prouerty Owner Information: Name: Mandarin Emporium,Inc. Address: PO Box 330448 City Atlantic Beach State FLZip 32233 Phone 904-241-1151 E-Mail or Fax#(Optional) Contractor Information: Company Name:Styles Construction,Inc Qualifying Agent: Darrell G.Smith Address: 1537 Penman Rd. City Jackspnville Beach State FL Zip 32250 Office Phone 904-241-4131 Job Site/Contact Number 545-9107 Fax# State Certification/Registration# CBC 1250269 Architect Name&Phone# Zona Architecture Engineer's Name&Phone# Fee Simple Title Holder Name and Address N/A Bonding Company Name and Address NA Mortgage Lender Name and Address NA 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 laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for aperiod of.six f6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical-Work,Plumbing,Signs,Wells,Pools,Furnaces,Rollers,Heakm Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i hereby certify that/have read and examined thisplicatio and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied wit 'her specs ted or not. The grand''. • •permit does not presume to give authority to violate or cancel the provisions of any other federal,st'e r local law r may/f g construction or ti •rjo ance of construction. Signature of Owner Signature of Con or .62?.. .d. _.1. ,„.' Print Name Chris k l l�1 \l; Print Name Swo to and subs :m ed before meSwo to and subscribed before me - Day of • i. 'a _I this Day ofd �0E'(0i.ACV.A .20 1 A T `Notary Public Ntary Public _ Revised 01.26.10 I uH,1; �'r,'pr P�s,,� B SALCAN _ _ 4 _4 t; Notary Public-State of Florida I - — — — ,uoa •4101•- Commission # FF 229545 II ( •frit#•'''a B SALCAN 1 $�,,k �,6r My Comm.Expires May 11,2019 ( i , f'�= Notary Public-State of Florida �''��.m' °• Bonded through National Notary km I ( '' Commission♦s Ff 229545 ♦ — — _ _ — — — — — — — — I °o r f";`o,, MBatd d through NationalNotary2Asan I / f3 rieh, 9'3 - NOTICE OF COMMENCEMENT OFFICE COPY State of V\OY i Ur D County of cU Tax Folio No. 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: () _.)S — 2 9 E /+ Q� L ` LA1,Lt� t.-1 i 1L 7'•\ kert, lT\- Q v--s6 ' Address of property being improved: tOli tvcXC U -.C e t)S General description of improvements: re I/VS r.i_ . -' Owner: yl_A tm flv \opt e_. Address:P.0, Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: > ry /et' C(PA/s — j/,, a. Contractor: /), esee// r Address: 0(37 ,,c,✓ - --- ��• Telephone No.: 2 4f/ "S'l?/ Fax No: Surety(if any) Doc#2016005604,OR BK 17423 Page 1308, Address: Number Pages:1 Recorded 01/11/2016 at 10:16 AM, Telephone No: Ronnie Fussell CLERK CIRCUIT COURT DUVAL Fax No: COUNTY Name and address of any person making a loan for the construction of tl RECORDING$10.00 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 from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: 1 L , ( Before me th s (A ay of TILY:A1f i in the County of Duval,State B SALCAN Of Florida,has persor�'tlly appeared Y IS }�` .'SAY"beams J `,.`e: Notary Public-State of Florida Personally Known: or "' Commission#FF 229545 Produced Iden ' ti n: a• I1 ♦ off`�•• My Comm.Expires May 11,2019 Notary Public: '""""` Bonded through NatlonaiNot My commission expires: - 1t - 'LD1� aryAssn. CITY OF ATLANTIC BEACH - ss800 Seminole Road ,,.te . Atlantic Beach,Florida 32233 J � _r Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET Date: • i..‘ Received by: Resubmitted: 7Q•-,rs/ C• S.w•T� Permit Number: /4 — #60D1) —2 93 Original Plans Examiner: .47.Wir 5;;,,,,i s Project Name: ///..,./,;.4s oLare.. 0 ,Cp.,../ It-- Project Address: / 7 .460,ea a'e Contractor: 5-?e, yrs Com,.',? ,214,c. Contact Name: J�rrt</ �, Spy . .� Contact Phone : c S+/a, Contact e- it: fr..:l/ y/.r, 40 rte.i , w Revision/Plan Check/Permit Fee(s) Due: $ Description of Proposed Revision to Existing Permit: lECIEOVE '-\\ �r /!7s C+is 1, t .✓e✓ �i-�r,�.✓�S JUN 1 5 2016 Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: /V. 1,•#"s Public W/U Approval: By signing below.I(print name) I,r,.,..e 1/ C. 5,,7 , ,14/ affirm that the above revision is inclusive of the proposed changes. ae1.vt /S//G Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: Approved: Rejected: Notified by: Plan Review Comments: Department review required Yes No Building Planning &Zoning Tree Administrator Plans Examiner Public Works Public Utilities U (e d t Public Safety Fire Services Date Created 8/20/15 Rev.2 oil i. , ' w on. 0f - Ppr�iU/ t?ev;� `n-- CITY OF ATLANTIC BEACH �n -tof rr`C' �''v" ��s y�°`"' /4�01 `r , to /rtiti-i lecii. ;� Building Department y It 800 Seminole Road ',- Iii'', Atlantic Beach,Florida 32233 r t (904)247-5800 FILE cop'; PLAN REVIEW COMMENTS Permit Application # /6 - R/3D -a 93 Property Address: /0 6 0 /e ad /7'I/-e-, Xi? , Applicant: V7/,r S 60n S T I vc Ad Y1 Project: ge'v o& 2� �-en0I/a 7 e. Z.t1 S ,cr7 `1 rn-e-- Alio? S 0 /&cAea 94raOe/Lo a,9 , This permit application has been: ❑ Appro/ved and ir Reviewed and the following items need attention: .v Su bmy/ ;a 57704 ion J o/We // ii./ /o c et //b4 S 4✓ All YR,-ev 11_ r i 1-- ;e f/vrrican-e S7`ta , 5 s'/em - D c ;e `1'7./g, S i,'ri-ec/ 1 S ea /yea/ to,-Y-) Ode Si, Her' lJ ecOrrt40r1 - /?7t Col) Irackit US--e_ c?X c �Ur" C64,114\ R 1 .2 /3 ' / n S/ d/ o 4 off/ 6 , - `i- 746 S S 12c,w q /cow) er ¢ V s-c al i n -I- -c- •rt. 5-e, Gl✓aral eat17 n s CoS�rvc lour. Show hatA.. 10,-. e r- y7-g or I. I vi m 6er a r4 a. Hac . -, - - nrr1/ V :. idly , Ir GV a y a n• r-a, .. e .- r rto i- 0U rn-ee # 'M Type -/// ' )ane/ra; / ex ole Scri to-edi :h -14^-C wok- - 01 i F-736 - R-0 s i d..41,4-1 S il+ ecI,/dA . Yah-, %e/l01/1,73 APAF -Prom 41.4 I 12 6. Garr»�0 n 71-Oftry1v 7. y /c of TO)-A,e /:3b 4- a ii &t.ha / 1 3 SAaid /-r s, ril a Z01 f co vi- ,LAe 1 u•r lo-e r a -as cc - a /( Roo 4 Sy 3491)1D -F►-pA rr% ,'Y+ c/, 7- t(, Erre4 i ) 01, 3f 9//b m e-r, 1,4 pi,r % a �P 10 �n Please re-submit your application when these items have been completed. 3/Q9-e Reviewed By: nr Date: �/�//6 -11-A CITY OF ATLANTIC BEACH FILE CC� ,s : ,; Building Department o 7 1_� s f 800 Seminole Road 4 " o Atlantic Beach,Florida 32233 (� ,� (904)247-5800 7 v(I/ PLAN REVIEW COMMENTS Permit Application # M — i2ADD —,g 9'3 Property Address: /0 6 9 ,PUC/ 4ve- A 6 Applicant: Sliy/eS Lo.,? S f fue/,a✓l Project: Re',no 0/ e//` e/to(!a e- S1514 / rj AI1 qc;) Sio(/1oe- L /Qc,4d' Cogo)e/Garage_ This permit application has been:_igr----A--- cp pp------ /G 1�\c •-;--- �1 t .(0.- pro Sled Rev; e W 0 A --w•d . : s e following items need attention: ro m -4 k P v/•e ' COrn,v ifs /r5 P>°1,/,\f vl Sri.;/ do,i II /)' ha��V2, �. erk e r57 Ca /C. S Forms '7(0G 5 / �O 3ty-/e i eo11/raC e-- . J/ a 574 con'71- l av e s era r /e Pig Pray Ca/c s 745,- 4-A-e- 1 : a - e- / Co Ufa 9-e -- /77a/)va/ -3-, /J cr S. fill • Please re-submit your application when these items have been completed. Reviewed By: '-- Date: i LAN:, , CITY OF ATLANTIC BEACH ,rs ; - n, Building Department A �' 800 Seminole Road j.7'. __ __; Atlantic Beach, Florida 32233 �.wr_ra _,::--- --r -- (904)247-5800 FILE copy PLAN REVIEW COMMENTS Permit Application # /6 - /24pp - 7 93 Property Address: /G6 7 Dea'c/'v_ A,a.. / /4,3 Applicant: S 7174.3 co,Sia' /a i► _ Project: /e/ eeircy'.� 4� ex-S//�c`m-e'-• � 41 ��a�j f'� ��m�< c c Ce o� 5grei-e- This permit application has been: E Approved ❑ Reviewed and the following items need attention: 1�_____VW ' , /Cc,,i.n tiovi P ,/, ' t/, // no/ wc,e% 4 c cr' i^Q'$ a Iol-e h t to 'i /, So b m v 1 dela d i )44t corn :' i .,/ '- 9-P6 1 E - � • - b Rn s,a4p�4aa 1 ._At,vd,a, l -- -- A-� $' , '.-___L._- _,____I--___ '0 t ,[/i� :, .4 , 1 'in��Red �i _ 0w" •. r' / c- ar ' n i tie C. 4,. _.,42- '' i-,c /1.' r-e- - S 4 • ./0 Roc,/ '/rvsYt4 --(e.7,1 4 l ,/ a -t Mut., ' n ,, .e01 `".dry, , rcif F'1 Ao co Aanve..1 T'h v-r.�c/s �1 ,IA.D.7 t 7 1� �' �.ela i 3' - Uri •-f • v;/ ;,,c. O /�' J 11-- e, e lavaAgri ctray'/ bel' N•en Co 6/6,5 cfnLi .ycu,'r, .-7.--/6 ' . . . • Scc-, ' o f /OA hire- Sen 4- Prna'. l ?/1G/,c, m D— ) Rio S'j CA 11-V -3 ?0),\_0- Please 'c qPlease re-submit your application when these items have been completed. Reviewed By: J71�" Date: o��/b/j(� v -S .r`J f. ' \ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ._ ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 5/17/16 Permit#: 16-RADD-293 Applicant: Darrell Smith Site Address: 1067 Beach Ave. Address: 1537 Penman Rd. Review: 2 Phone: 241-4131 RE#: Email: THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. The Coastal Construction Control Line(CCCL), delineating the State regulated coastal area was not shown on the plans or survey. It appears that this project is seaward of the CCCL and FBC Sections R301.2.5 and FBC-B 3109 apply, including a required deep pile foundation for the new construction. Please clarify the project location in relation to the CCCL. If the project is seaward of the CCCL,please provide all Florida DEP documents and requirements of FBC,Section 3109. 2. Design criteria: plans state wind speed as 120 mph. This location is in the 130 mph wind zone (Interpolation is permitted), Wind Exposure Category D. Please verify that this project is designed to 130 mph,Exposure D and state so on plans. 3. Please provide Florida Product Approval for garage doors, rated for 130 mph, Exposure D. Dan Arlington, CBO 247-5813 darlington@coab.us �s `f'f City of Atlantic Beach APPLICATION NUMBER s ,,,�,r,, � . 3 Building Department (To be assigned by the Building Department.) nt.)U 800 SeminoleRoad rAtlantic Beach, Florida 32233-5445 Zai Phone(904)247-5826 • Fax(904)247-5845 l61 %-,` 01119' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: As 61 '1 ie 1 iii De.artment review required Yes No Applicant: C(Ptgnie btry'1 Plannin. & .••-. � ,/�, Tree Administrator Project: 7i/ /7.4—Y) bl. u Utilitie Public a ety 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. ,rpenied. (Circle one.) Comments: Se_e BUILDING PLANNING &ZONING Reviewed by:`6yE~_'"G �� Date: .27401 TREE ADMIN. Second Review: pproved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY • Reviewed b : v Vie. CAC FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: tevised 07/27/10 i 1 e i,;ay;i, CITY OF ATLANTIC BEACH 64 ll t Building Department z v 800 Seminole Road (� �j,P zr: Atlantic Beach,Florida 32233 r q, V1�elt S'vv+ (904)247-5800 1'>r f PLAN REVIEW COMMENTS Permit Application # IC- X 4Dn -.39 3 Property Address: /bG 7 i5eacA Ae_r Applicant: 5/j/e 5 on s ifeztia n Project: P~vale/ R /24-;,' le ei -1/..: f;6,Te. ; Ail a 310,,/ at °Heed GotoDse/9.1 i� This permit application has been: 0 Approved Reviewed and the following items need attention: it Cn-P r5 y "i�rr (105-/0 '/s ne f S 19 r Oo/ ,6>. -/.A-c-- rre arrr Cir' ConIra c/or-_ ( 0 codes ) -- 1 .� 6 rn>7 a ,-e s off' -1Al 4Jw4 1, ',odor-, r V a r,r7 s r all� [p»^ O�'t-e n 7- El C l iOlc , t'1 ; -i-em c ��j o a � � � s ( --Sti i,,-7, - , , - , • - - 14-00. G'�et_., Alin ib in)' ePa rale- PP r MI' Q-efi/,r.f, Car ire O ; s,. I /n 9 f 7 I1 en 6 ,n-e-42,1-) t,i, ,, 4 AN A-e- pp I.mS' f�: / aaft)/gra ACM S ) c C Op;-e's_ -, -A7-i .S A� tQ PLy r1Pr. CA �v A ,OAr/vrr edCo J G G 4f/j/',)) -c r � ia_ a v en Ara -- • - - • i: I��f=�IMilflZlAK. 1 - _ -_ - a.,. - - 0 p ra ,v , - , • i a, . .- ' ' 3J Vie nT • a' • p , . rn f' Prt Pot to F(0... . - - - el, pa` 4j•e... j2 Sv bin; f L& c `Try s i' f h sy.--i i n�--ii 5) c c o i� , -) -U0 !ti xL 'r-7- /6, Please re-submit your application when these items have been completed. 1 rnr— Reviewed By: Me- Dat•: /F /('� BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: 1067 Beach Ave. Permit Number: Legal Description Parcel# Floor Area of Sq.Ft. Sq.Ft Valuation of Work$ 100,000.00 Proposed Work heated/cooled 3,000 non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolitionpool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Resident'al If an existing structure,is a fire sprinkler system installed?(Circle one): Yes t` No N/A Florida Product Approval# 1723511 For multiple products use product approval form Describe in detail the type of work to be performed: Rebuild framing,plumbing,a/c,electric,drywall,windows,tile,paint Property Owner Information: Name: Mandarin Em orium Inc. Address: PO Box 330448 City an is eac 1 State_ 12233 Phone 904-241-1151 E-Mail or Fax#(Optional) • Contractor Information: Company Name:Styles Construction,Inc Qualifying Agent: Darrell G.Smith Address: 1537 Penman Rd. City Jacksonville Beach State FL Zip 32250 Office Phone 904-241-4131 Job Site/Contact Number 545-9107 Fax# State Certification/Registration# CBC 1250269 Architect Name&Phone# Zona Architecture Engineer's Name&Phone# Fee Simple Title Holder Name and Address N/A Bonding Company Name and Address NA Mortgage Lender Name and Address NA 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 ala permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void rf work is not commenced within six(6f months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters, Tanks and Alr Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that!have read and examined thispllcatio•and know the same to be true and correct. All provisions of laws and ordinances governingthis type of work will be complied wit her specified or not. The grantin• • •permit does not presume to give authority to violate or cancel the provisions ofany other federal,st,e ,r local law r••i g construction or l , rfo once of construction. Signature of Owner 1 t 1 '' - Signature of Con or 4r./, _ _ / _ Print Name ( h t i S 11(L) V I� Print Name Swo to and subs '•ed before me Swoluto and subsc�ed before me tDay of - • I . I. 'l 20 t this fiP Day of (0 f\A C.til- .20 I Aa u\ ( )-\ ' c&X c,).,. 'Notary Public No any Public Revised 01.26.10 I ,ti,pV PV•,� B SALCAN ��_—� 4 i I�1 a Notary Public-State of Florida ' Commission#FF 229545 •,,,,,,��,,,,' 8 SALCAN ';�� --��P;� My Comm.Expires May 11,2019 ° ;i� ' `�- Notary Public-State of Florida 1 ,i OF F. Bonded through '' , "'rJ,"' ough National Notary Assn. I Commission#FF 229545 a II — — — — — — — — — j -��d,.: My Comm.Expires May 11.2019 •,,'O` Bonded through National Notary Assn. 1-APJr 1 ZONING REVIEW COMMENTS ,� City of Atlantic Beach .5...6my) :51 Building and Zoning Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 i r. jit j Phone: (904) 270-1605 Fax: (904) 247-5845 Email: dreeves@coab.us Date: 5/20/16 Permit: 16-RADD-293 Applicant: Styles Construction Review: 2nd Address: 1537 Penman Rd, Jacksonville Beach, FL 32250 Site Address: 1067 Beach Ave Phone: (904) 241-4131 RE#: 170267-0000 Email: Darre114131@bellsouth.net Correction Comments 1. Side Setbacks: After reviewing the survey, the proposed covered deck extension on the north side of the main house is within the required minimum side yard setback. As proposed, the deck is on or very near the property line and the roof hangs over the neighboring property. While the existing structure is nonconforming and can be maintained, Section 24-85(c) prohibits any expansion that makes a structure more nonconforming. Please revise the plans so that no portion of the addition is within 3 feet of the side property line. 2. Fence: Please provide fence heights for all new fencing. 3. Height: Please provide the height of the garage as measured from grade to the peak of the roof for the detached structure. 4. Tree Removal: Please submit a Tree Removal Permit Application if any trees are to be removed. If no trees are to be 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. Also please be aware that codes have recently changed. If you are unsure about how the new codes effect your project, please submit a Tree Removal Permit and staff can then determine if it is necessary. Derek W. Reeves Planner dreeves@coab.us r''�r ZONING REVIEW COMMENTS \f - r s City of Atlantic Beach Building and Zoning Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone: (904) 270-1605 Fax: (904)247-5845 Email: dreeves@coab.us Date: 2/17/16 Permit: 16-RADD-293 Applicant: Styles Construction Review: 1st Address: 1537 Penman Rd,Jacksonville Beach,FL 32250 Site Address: 1067 Beach Ave Phone: (904)241-4131 RE#: 170267-0000 Email: N/A Correction 113 o ection Comments �Le_ soc\kk\ � iNe4 1. Deck Connection: The connection of the second floor deck to the detached garage causes the two structures to be considered attached which requires them to meet the setbacks of the main house. This would mean that the garage must be at least 20 feet from the western property line. Please revise the plans accordingly. 2. Parking: Each residential property is required to provide 2 parking spaces that are at least 9' by 18'. The garage provides 1 space but there are no other paved areas for the second spot. Please revise plans so that there are least 2 parking spaces provided. 3. Survey: Please provide a legal survey. 4. Setbacks: Please show distances from all property lines to the detached garage. 5. Height: Please provide the height of the garage as measured from grade to the peak of the roof. 6. Tree Removal: Please submit a Tree Removal Permit Application if any trees are to be removed. If no trees are to be 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. Also please be aware that codes have recently changed. If you are unsure about how the new codes effect your project,please submit a Tree Removal Permit and staff can then determine if it is necessary. Derek W. Reeves Planner dreeves@coab.us \\ 04City of Atlantic Beach APPLICATION NUMBER tom "r Building Department ! '-- �" (To be assigned by the Building Department.) t� 800 Seminole Road I / ,l s ) Atlantic Beach,Florida 32233-5445 FEB 0 9 2016 ! —/` ) - 2-93 ,,,,,...4„,,,?,„ Phone(904)247-5826 • Fax(9041247-5845 � )/,, 14 a g E-mail: building-dept@coab.us sRv'._ _ Date routed: /fU City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM { Property Address: 61 A De.artment review required , Yes No Applicant: . jI 5),-,/� a � ` Planning& Tree Administrator Project: 4I/4� fj / :.•:„ bl' _: am Utilitie Public Safety i Fire Services 2 f Dept ''''-. Review fee $ Signature Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date Florida Dept.of Environmental Protection Florida Dept.of Transportation ! St.Johns River Water Management District I Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: -- • I APPL ATION STATUS Reviewing Department First Review: Approved. I (Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: 1t / Date: 2/IL/(b TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. LIC W RKS Comments: BLIC UTILITIES ca PUBLIC 9 FET..---( Reviewed by: _ Date:_ FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: , \ Reviewed by: Date: ( Zevised 07/27/10 i i RFCEIVED TSJ:a,�ir,,, City of Atlantic Beach J APPLICATION NUMBER aEy ,_4.- "t, Building Department FEB 0 9 2016 (To be assigned by the Building Department.) 800 Seminole Road _ /h \ 9L? s) Atlantic Beach, Florida 322F33-5(94, , Kr//J F J ti Phone(904)247-5826 • Fax(91-P D;31�r E-mail: building-dept@coab.us •�� Date routed: �j /0 City web-site: http://www.coab.us . APPLICATION REVIEW AND TRACKING FORM Property Address: /16 Aitte4 ,li 1 De•artment review required Yes No Applicant: /K CP1Vnie •D--) ` Plannin. & . -. /7-,--,-) Tree Administrator Project: - b • _• ,•u. is Utilitie 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 411 Reviewing Department First Review: ❑Approved. �J YDenied. (Circle one.) Comments: 'lie 4 'zi e4 A/10 ✓ BUILDING PLANNING &ZONING Reviewed by---__3 iz:s:i__Date: oe-,--4 TREE ADMIN. Second Review: [ A roved as revised. pp ❑Denied. PUBLIC WORKS Comments: j,G *lid 60 44,. PUBLIC UTILITIES • 7/ PUBLIC SAFETY Reviewed by: / Date: �� FIRE SERVICES Third Review: QApproved as revised. ❑Denied. . Comments: Reviewed by: Date: 2evised 07/27/10 y Jc4 '/ 7 I i y7 CITY OF ATLANTIC BEACI l DEPARTMENT OF PUBLIC WORKS , iSt�� 1200 Sandpiper lane J Atlantic Beach.FL 32233-4318 '� TELEPHONE:(904)247-5834 FAX:(904)247-5843 www.coab.us CONTRACTOR: DATE: 2-16-16 Styles Construction,Inc. PERMIT if 16-RADD-293 1537 Penman Rd. ADDRESS: 1067 Beach Ave. Jacksonville Beach,FL 32250 Atlantic Beach,FL 32233 email:darrel14131(a bellsouth.net PERMIT APPLICATION FOR ADDITION Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams. Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) **Provide construction site management plan, including location of dumpster and portable toilet. **Provide drainage plans showing site topography(flow arrows,etc.) **Provide erosion and sediment control plans with installation details. **Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). **A Revocable Encroachment Permit must be obtained if sidewalk is not concrete. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All silt must remain on-site during construction. **If on-site storage is required,a post construction topographic survey documenting proper construction will be required. **Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal, Realco, Republic Services,Shappel's and Sunshine Recycling.) **Full right-of-way restoration, including sod, is required. cc: Toni Gindlesperger,Bldg. Dept. o.4r- :i CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS ---- -------- ---------- --- 800 Seminole Road 904-247-5800 cm Sr Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PERMIT# PLEASE SUBMIT(2)COMPLETE SETS OF PLANS WITH APPLICATION. Date n 9 Lot LP ISSUES BY THE CITY Job Address i0(61 .eiJ,' " 1Ave� 'J E-mail ot rrr// Y 3Lc- / / t /6-.0,--//4",444- Permitee: 5-/7 6...,-?,<.,,As •,s/r/,.,,A ‘....� Telephone# 5-.5/5"-- 3/c' 7 Permitee Address: /5-7?7 �.v. - ":;/' Requesting Permission to Construct: Location: (Reference to Cross-Street) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities I Municipalities: Jacksonville Electric Authority Yes (iii , No ( ) Date: Bell South Telephone Company Yes ( ,! No ( ) Date: Ferrell Gas Yes( `1 No( ) Date: Comcast Yes ( y' No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permitee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida D rtment of Transportation Standards and be performed under the supervision of /2 ,-''// C,. 7� p S"' ' (Contractor's Project Superintendent) located at /5^3-7 /-,,,,i,7--4.- /go/'. Telephone#: 5-7'5- - 9/o> 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with 3e, days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. ,,,,„,,,,,, B SA C N 9. The Director of Public Works shall be notified twenty-four(24) hours prior to starti :' a � ecl Florida upon completion. I lt S • Commission #FF 229545 ''h'?,,E,��4. My Comm.Expires May 11.2019 '''��°� �„�o Bonded through National Notary Assn. OWNER Signed Date: 510, Before me this 9 day Alf • • in the County of Duval, State Of Florida, has personally appeared \-a- 1 Notary Public at Large, State of Florida ou I. My commission expires: taCiq t► 7-0 11 Personally Know Produced Identiflc . Revised 7/29/15 / Permit Attachment of for Permit# issued ,20_Atlantic Beach,FL 32233 Owner's Name:RA4r1M e+nnrAKN)lift. Property Address: (Obi 6eac ' e . R.E.#: 130 249 - ODvo Subdivision: Lot#/Block#: REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this t4 day of 2(;/ by Atlantic Beach, Florida, a municipal corporation or anized and e*i ting under the lajj'' s of the State of Florida, hereinafter referred to as "CITY" and .4Ac, of Atlanfic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). This work is generally described as: fit OW k7 Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days notice by CITY to the USER, said notice to USER shall be given by certified mail, return recei r ueste to the following address: The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above-described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating,replacing, or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code,and all other land use and code requirements of the CITY, including City Code Section 19-7(h)which states"Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach,Public Works Department,for said change. The USER shall,at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(30) days after the day of completion. This permit shall insure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of public rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIGNED this day of AA,C14a.AA, ,20.16. By: /-297"--Owner (to be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this day of , 20 nP personally appeared before me, a Notary Public in and for said County and State, h k•ii Ott CA'" , the property owner of l 04,1 ( t0(0'‘ k ,Atlantic Beach,Florida,known to me to be the person(s)described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the uses and purposes therein mentioned. Notary Public in for said County and State ;,wY 8 SALCAN Notary Public - State of Florida J• 111' Commission * FF 229545 CITY OF ATLANTIC BEACH, FLORIDA, a %>r��P : My Comm. Expires May 11,2019 municipal corporation: Bonded through National Notary Assn. Approved: /(4...\ / • •- -"ubli ' orks Director Dorm 'K Rico 7 For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere,City Manager Page 2 of 2 CHAPTER 4: BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENTATION CONTROL FILTER FABRIC MATERIAL SPACING DF POSTS TD BE 6-10 FEET APART u • .. 2 FEET _ "' (MIND —'IIe.�:'::sem'::`_ -: �w._:.:• Imo_.. FOR ADDITIONAL STRENGTH. ® FILTER FABRIC MATERIAL CAN =III — BACKFILLED TRENCH BE ATTACHED TO A 6-INCH (MAXI - - MESH VIRE SCREEN VHICH HAS —III=11111= ' 1=i!; BEEN FASTENED TO THE POSTS FILTER MESH �DETOTI{Pp$TS O017 ATTACHING TWOS I LI FENCES —1111--1111 g ApoApo GR APPR Ch TELY 8 IM}ES D< FILTER PAST FABRIC MATERIAL KIST EXTEND Rhe TrE E1D a¢sr �I INTO A TRENCH AND AN;1 D DF Pf?-€ 'O FErg VITH CClPACTED 8,0(FILL MATERIAL - �– OnsT E€END Pc E MST ROTATE BOTH POSTS AT W= 1441I\I�.fy -tg1r.4tt .* LEAST WO QTS IN A e la4 I�oU`Ij+ I.y W w Ioi l (� _ [?ccxvlsE 00; TUI TO XI C� V\�ijr.- GATE A T!X]]iT SEAL - �' � VIT}i n£FAME MAMMAL APPROXIMATE 4-1.Nai OTEma+CF AL/4: F VA TOS N• I I BY 4-IhCN TREN:H s. .Ioi � � 4 4 oFavE eon,Pnsrs ABOUT IE IDES IRO n{ O ArO B.RY FAP Figure 4.4b. Installing a Filter Fabric Silt Fence Source: HydroDynamics, Inc. 4 48 4 Showman, Lisa To: darrell1413@bellsouth.net Cc: Williams, Scott; Gindlesperger,Toni Subject: Plan Review Comments for 1067 Beach Ave. Attachments: Plan Review Comments 16-RADD-293.pdf Permit application#16-RADD-293 for 1067 Beach Avenue is currently denied by Public Works. Attached are the plan review comments. Please submit required information at your earliest convenience in order that we can process approval for our Department. Thank you, Lisa Showman Contracts, Permits&Admin. Public Works Department City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 I 1 Perrone, Jennifer C. From: Perrone, Jennifer C. Sent: Thursday, April 28, 2016 9:30 AM To: Graham, Shirley; Gindlesperger,Toni Cc: Williams, Scott Subject: 1067 Beach Avenue-Comments Attachments: Plan Review Comments 16-RADD-293.pdf FYI Thank you, Jennifer Perrone Administrative Clerk City of Atlantic Beach Public Works Department 1200 Sandpiper Lane Atlantic Beach, FL 32233 Phone (904) 247-5834 Fax (904) 247-5843 email: jperrone@coab.us 1 S!.-LJr CITY OF ATLANTIC BEACH 3 �r� DEPARTMENT OF PUBLIC WORKS ,`T, 1200 Sandpiper Lane r J Atlantic Beach,FL 32233-4318 r' c) TELEPHONE:(904)247-5834 7;1 FAX:(904)247-5843 www.coab.us ft-t•013 CONTRACTOR: / iyDATE: 2-16-16 Styles Construction,Inc. PERMIT# 16-RADD-293 1537 Penman Rd. 6//0//‘ ADDRESS: 1067 Beach Ave. Jacksonville Beach,FL 32250 Atlantic Beach,FL 32233 email:darre114131@bellsouth.net PERMIT APPLICATION FOR DITION Your permit application has been the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) \/*Provide construction site management plan, including location of dumpster and portable toilet. ***Prov' ' ge s showing site topography(flow arrows,etc.) V"*Provide eros and se iment control plans with installation details. **Sec on 24-66(b e Land D opment latus requires o - 'te storage for increased run-off if adding; ; F or m i sous su . Provide De to volume calcu ' ns and on-s ention required-p c lon 24-66 •). * **A Revocable Encroachment Permit must be obtained if sidewalk is not concrete. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All silt must remain on-site during construction. **If on-site storage is required,a post construction topographic survey documenting proper construction will be required. **Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal, Realco, Republic Services, Shappel's and Sunshine Recycling.) **Full right-of-way restoration, including sod, is required. cc: Toni Gindlesperger,Bldg.Dept. cn L:'.... .' 11 i iiiiillif -- GI ta)(1) i t \ . l CO < AllillCO 1l / ' I .0 „ �r ? n to 3 �„"' 1 , ,..n ,' +tet 'IRy CD \ 1. , • l' y' C> Vit'9"....i '`fy ••,..- -r �., + iter CCI r/.,.;:f._J 0 t. '''1).- cts • iiirt a ,�qi" 0C44 .� ° .. + co t, A) C) r U.) ,. 4,.,,,kiN, , ''.‘Ititit,• ,, • t4' W =� 1 )c... o c.t• 3 00 m -...4m n �O\ a 00 • I! .-r o a UG \ c- (D \-....„) o �_ 0.-,O m 1, rr' r „. (I; 00 .... FILE COPY FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Hionides 1067 Oceanfront Cottage(Main) Builder Name: Street: 1067 Beach Avenue Permit Office: City,State,Zip: Atlantic Beach,FL,32233- Permit Number: Owner: Jurisdiction: Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(3099.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 3099.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 10.Ceiling Types (1314.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1314.00 ft2 6. Conditioned floor area above grade(ft2) 2628 b.N/A R= ft2 c.N/A R= ft2 Conditioned floor area below grade(ft2) 0 R ft2 11.Ducts 7. Windows(472.1 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:1st Floor 6 307.6 a. U-Factor: Dbl,U=0.55 472.11 ft' SHGC: SHGC=0.24 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency a.Central Unit 48.0 SEER:13.50 SHGC: c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 54.0 HSPF:8.80 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.240 14.Hot water systems a.Electric Cap:50 gallons 8. Floor Types (2628.0 sqft.) Insulation Area EF:0.950 a.Slab-On-Grade Edge Insulation R=0.0 1314.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1314.00 ft2 None c. N/A R= ft2 15.Credits CF, Pstat Total Proposed Modified Loads: 41.87 PASS Glass/Floor Area: 0.180 Total Standard Reference Loads: 57.88 d r N ..• I hereby certify that tci(sPA9 a : overed by Review of the plans and ,..��CHE STg1�.,,•. this calculation are ie with the Flor:: nergy specifications covered by this .. ; _ ... ,� ,� Code. O.60425 calculation indicates compliance :°hk%o,''`• �"/ * with the Florida Energy Code. ,/rm, `".".°,,,•3,;`01 PREPARED BY: \c:., ' x'• 4 Before construction is completed -'-- DATE: SfA • OM this building will be inspected for 0�, ', /a i � compliance with Section 553.908 *`., b'°°.° ' io P• 1� Florida Statutes. I hereby certify that this b :' g� esr• in compliance .A10.0" with the Florida Energy C,i/(.� 0 N L COp OWNER/AGENT: BUILDING OFFICIAL: / ' ,)- DATE: Y- / -/G - DATE: 4/.,20-16 - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 4/14/2016 6:42 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Hionides 1067 Oceanfront Cot Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2628 Lot# Owner: Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1067 Beach Avenue Permit Office: Cross Ventilation: County: St.Johns Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233- New/Existing: New(From Plans) Comment: Main House Only-Does Not Include Guest House CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 2628 23652 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 1314 11826 No 2 3 1 Yes Yes Yes 2 2nd Floor 1314 11826 Yes 2 0 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge lnsulatio 1st Floor 172 ft 0 1314 ft2 ____ 0 0 1 2 Floor Over Other Space 2nd Floor ____ ____ 1314 ft2 0 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1423 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1314 ft2 N N 1 4/14/2016 6:42 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 CEILING V # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 2nd Floor 30 1314 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V it Qrnt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraetinn Ahcnr rrarla% 1 N Exterior Frame-Wood 1st Floor 13 64 1 9 0 576.75 ft2 0.23 0.75 0 2 E Exterior Frame-Wood 1st Floor 13 22 0 9 0 198 ft2 0.23 0.75 0 3 S Exterior Frame-Wood 1st Floor 13 64 1 9 0 576.75 ft2 0.23 0.75 0 4 W Exterior Frame-Wood 1st Floor 13 22 0 9 0 198 ft2 0.23 0.75 0 5 N Exterior Frame-Wood 2nd Floor 13 64 1 9 0 576.75 ft2 0.23 0.75 0 6 E Exterior Frame-Wood 2nd Floor 13 22 0 9 0 198 ft2 0.23 0.75 0 7 S Exterior Frame-Wood 2nd Floor 13 64 1 9 0 576.75 ft2 0.23 0.75 0 8 W Exterior Frame-Wood 2nd Floor 13 22 0 9 0 198 ft2 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U-Value Ft Width In FHeightln Area 1 N Insulated 1st Floor None 0.460000 3 6 8 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Double(Tinted) Yes 0.55 0.24 60 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 2 E 2 Vinyl Double(Tinted) Yes 0.55 0.24 42.66666 0 ft 0 in 0 ft 0 in Drapes/blinds None 3 S 3 Vinyl Double(Tinted) Yes 0.55 0.24 21.33333 0 ft 0 in 0 ft 0 in Drapes/blinds None 4 S 3 Vinyl Double(Tinted) Yes 0.55 0.24 36 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 5 W 4 Vinyl Double(Tinted) Yes 0.55 0.24 42.66666 0 ft 0 in 0 ft 0 in Drapes/blinds None 6 N 5 Vinyl Double(Tinted) Yes 0.55 0.24 15 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None 7 E 6 Vinyl Double(Tinted) Yes 0.55 0.24 117.7777 0 ft 0 in 0 ft 0 in Drapes/blinds None 8 S 7 Vinyl Double(Tinted) Yes 0.55 0.24 106.6666 0 ft 0 in 0 ft 0 in Drapes/blinds None 9 W 8 Vinyl Double(Tinted) Yes 0.55 0.24 30 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 3446.6 189.21 355.84 0.4739 8.7433 4/14/2016 6:42 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 I .y . HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump PTHP(COP) HSPF:8.8 54 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:13.5 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None 1st Floor 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS —Supply--- ---Return---- Air Percent HVAC# # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 307.6 ft Attic 76.9 ft2 Default Leakage 1st Floor (Default) (Default)% 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling X)Jan Feb ' X Mar Apr [ I Mayri Jun [XJ Jul [X)Au7C SepOct Nov Dec Heatin Jan X Feb X Mar ' A r [[ May Jun [[ ]1 Jul l[ 1]AugSep ' Oct X Nov X Dec VentingJan Feb X Mar X AprMayJun Jul Aug ' SepX 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 4/14/2016 6:42 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 N . FORM 405-10 P CEN, Florida Code Compliance Checklist o Florida Department of Business and Professional Regulation;.* No.60425 * Residential Whole Building Performance Method �'' - ADDRESS: 1067 Beach Avenue PERMIT#o STATE OF f' Atlantic Beach, FL, 32233- Fs '�<OR t nix S_: .S NA L ) tt11+'+ MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope 1l// leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 4/14/2016 6:42 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD - ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 6/23/16 Permit#: 16-RADD-293 Applicant: Darrell Smith Site Address: 1067 Beach Ave. Address: 1537 Penman Rd. Review: 3 Phone: 241-4131 RE#: Email: THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: Please review Plan Reviews 1 and 2. 1. It has come to our attention that work has begun without building permits on this project. PLEASE STOP ALL WORK until building permits are issued. Due to the level of demolition,this building no longer has a Certificate of Occupancy. 2. As noted in previous comments, this structure is seaward of the CCCL and as such, must comply with FBC-B 3109,including 3109.1.1.2,Substantial Improvement. A preliminary review indicates Property Appraiser's building value of $222,471 $222,471 -.85 =$261,730=2 =$130,865 The maximum cost of new construction on this building is $130,865 before it is considered Substantial Improvement, unless alternative calculations can be approved. Please provide complete scope of work and cost of construction. 3. Per FBC-Existing Building 301.1. please select Compliance Method and provide all information requested in the selected chapter. 4. Due to the complexities of the above comments, this is not a complete list. kS Dan Arlington, CBO 247-5813 darlington@coab.us � • 1 STYLES CONTRUCTION INC. 1537 PENMAN ROAD # D P.O.BOX 330130 ATL.BCH. FL. 32233 904-545-9107 CBC1250669 DARRELL4131@BELLSOUTH.NET DATE: 6-14-16 TO WHOM IT MAY CONCERN, WE CURRENTLY HAVE APPLIED FOR PERMITS AT 1067 BEACH AVE.. UPON YOUR REQUEST FOR SURVEY ON COASTAL CONSTRUCTION LINE, WE HAVE DECIDED TO PURCUE A PERMIT ON THE MAIN HOUSE ONLY AT THIS TIME. THERE SHALL BE NO WORK DONE ON PROPOSED COTTAGE AT THIS TIME. IF YOU HAVE ANY QUESTIONS FEEL FREE TO CALL ME AT ANY TIME. GOD BLESS!!! RECEOVE0 PRES. STYLES CONSTRUCTION INC. JUN 1 5 2016 DARRELL SMITH 1 Z 0 N Distinctive Architecture, Planning and Design Services CITY OF ATLANTIC BEACH Building Department 800 Seminole Road Atlantic Beach, Florida 32233 RE: Permit Application # 16—RADD - 293 Mr. Jones This letter is to notify you that we have re-labeled the garage and guest quarter unit above the garage to show that it will be a future project along with the proposed pool. Since both of these are located seaward of the Coastal Construction Line,they will require DEP approvals before we can officially apply for building permits for these two small projects. The main building is allowed by the DEP because we have not changed the footprint of the building, nor are we making any foundation renovations to accommodate the changes proposed. We have made these adjustments to the drawings that have been reviewed and approved with the exception of these two physical exclusions. We have also adjusted the wind-load requirement from 120 mph to 130 mph in accordance with a conversion with Dan Arlington on this subject. We have checked all of our tie-down conditions relative to this adjustment and find that they are good as designed. Please contact me if there is anything else that we need to address in order to obtain the building permit for the renovation of the main house at this above referenced property. Most Sincerely, D ECEIVED 1 JUN f 5 7016 John Zona, III, AIA �f Project Architect t 2600 Belfort Road,Jacksonville,Florida 32216 904 371-2790 jz3@zona-associates.com AR 9089 • STYLES CONTRUCTION INC. akt 1537 PENMAN ROAD # D P.O.BOX 330130 �1-‘(\ � io ,� ! © vL C E ATL.BCH. FL. 32233 D 904-545-9107 JUL 1 4 2016 CBC1250669 ' DARRELL4131@BELLSOUTH.NET PROPOSAL FOR RENOVATIONS AT 1067 BEACH AVE ATLANTIC BEACH FLORIDA 3223= ITEM PRODUCT Site work Site preparation was completed by owner $0.00 Impact fees(By Owner) $0.00 Survey was provided by owner for previous work $0.00 Landscape,Trees and Shrubs, (Allowance) $2,500.00 Entry Drive, sidewalks and pavers • �� $3,500.00 General Conditions Drawings-Eng Fee, copies,submittals, No Arch Fee included $0.00 Permit fees(estimated) $500.00 Cleaning construction $650.00 Supervision and project management included in lump sum quote for framing,etc. $0.00 Foundations and slabs No work-use existing foundations $0.00 AU Construction for framing,trusses building renovations-Lump Sum $56,685.00 New Metal roof is part of maintenance and repairs $0.00 Electrical-complete installation by Quote $6,100.00 Plumbing fixtures and revisions is LS Quote $8,500.00 HVACs(Trane two zone System) $5,890.00 Insulation-additional for walls and roof construction $4,750.00 Drywall preparation,materials and labor $5,600.00 Ext Work including siding repair and trim and painting $3,500.00 exterior windows and doors are maintenance items and are excluded from this proposa $0.00 Int. and ext. hardware $1,150.00 Paint int. $3,500.00 Cabinet 42" Uppers(Allowance) $3,500.00 Counters Plastic Laminate for All Tops in House $2,500.00 FLOORING-existing heart pine refinished;carpet and tile allowances $4,500.00 All toilet finishes are included in the plumbing lump sum Quote $0.00 Trim int.All Paint Grade Int. doors split jam- labor and material,Solid Wood $1,650.00 Trim int. Labor& material base 6" White Paint $4,100.00 Painted Grade 6" Base all rooms $4,450.00 MISC Tile and speciality finishes $3,000.00 sub total $126,525.00 total $126,525.00 • STYLES SMITH PLUMBING PROPOSAL P.O.l3OX 330130 ATLANTIC BEACH, FL. 32233-0130 DATE PROPOSAL# 241-4131 7/6/2016 8470 NAME/ADDRESS STYLES CONST. INC. P.O.BOX 330130 ATL.BCH, FL.32233-0130 DESCRIPTION TOTAL JOB.; 1067 BEACH AVE TO INSTALL PLUMBING AS PER PLANS TO INSTALL DRAIN, WASTE, VENT AND POTABLE WATER SUPPLY TO ALL FIXTURES WATER SUPPLY SHALL BE CPVC INTERIOR AND PVC WATER SERVICE TO WATER METER THERE SHALL BE A 50 GALLON ELECTRIC WATER HEATER ALL FIXTURES SHALL BE COMPETITIVE MOEN FAUCETS AND AMERICAN STANDARD WATER CLOSETS. KITCHEN SINK SHALL BE KINGSFORD 33 X 22 2- COMP. SINK ALL WATER SUPPLY PIPNG EXPOSED TO WEATHER CONDITIONS SHALL BE INSULATED WITH AREFLEX INSULATION MATERIALS AND LABOR 8,500.00 Sales Tax 0.00 TOTAL $8,500.00 1 .__)fir) 1 Laeck(In ... ..._.____._. IP Custom leQii()tatiatl - [__4111111.1; WINDOW SYSTEMS By:Brent liwd 1900 S.W.44th Avenue orate,FL 34474 Quote#: 1469175/1 Ph:3352-3`68-89!2)2 t Fax:35WINDOWS 2-368-29`28111 ` 1 l ( ! ! ) I1�)\1E'-1111 ,'. \> (\ff(},TS \N1! I)OOIZS r Cut POI! True Experience/Oceanfront Cottage B (I To: Ship To: SHIP TO 4831 EXECUTIVE PARK CT NORTH 4801 EXECUTIVE PAR CT N Route:JAX- JACKSONVILLE,FL 32216 Ph:904 296-2515 Fax 904 296.2528 JACKSONVILLE,FL 32216 Ph:904 296-25)5 Fax:904 296-2528 Version 1 Cust No.HOM350-P3072 Item No.1 Qty:12 Mcdel:650-DH 3050 Color. WHITE LA De.sc:650 Series Double Hung DP:+503-50-3050,CUSTOM GRILL L03ATIONS SEE VARIABLES,(FIN ONLII(,(AUTO LOCICj,WHITE FRAME, tg x16 Dimensions Screen LO'N E 366,insulated,FIN ONLY EXTRUDED Full ScreenAC7UAt 35 7r1 x 53 anCUSTOM GRIDS AS SHOWN,BOX SCREENS SEPARATE FPrn#17235.1,WHITE,WHITE,WHITE DO ES NOT MEET EGRESS,ID:A NI IN Item No.2 Qly:6 Mac el:650-DH 2850 Color- WHITE Des::650 Series Double Hung DP:+50/-50-2850,CUSTOM GRILL ' 1114116 LOCATIONS-SEE VARIABLES,(FIN ONLY),[AUTO-LOCK],WHITE FRAME,18 x16 Screen Dimensions LOW E 366,Insulated,FIN ONLY ' EXTRUDED Full Screen aczuA'. =53 1/2 g CUSTOM GRIDS AS SHOWN,BOX SCREENS SEPARATE J A FPA 017235.1,WHITE,WHITE,WHITE DOE 3 NOT MEET EGRESS,ID:B 04 in I .7 r Item No.3 Oty:7 11 Model:650-DH 3040 Color: WHITE r\, /t Desc:650 Series Double Hung DP:+50/-50-3040,CUSTOM GRILL LOCATIONS-SEE VARIABLES,(FIN ONLY).(AUTO-LOCK],WHITE FRAME,18x16 Dimensions ISA Scree 1j "—�� LOW ri 366, Insulated,FIN ONLY EXTR JDED Full Screen ACTUAL-35 112<47, CUST DM GRIDS AS SHOWN,BOX SCREENS SEPARATE = ISA FPA#17235.1,WHITE,WHITE,WHITE DOES NOT MEET EGRESS,ID:C J f • r4 xi... -----"Nowmanmai IfillneR' Rich Ivrndoite- owne - Waide r,E4,_and00 f4e0 F,�` n FCy r rs e ,kms'rj 32�CO`"T N. •8t "ti^"HOMcLa�+d. da 2�•S 207 1/7116 4:00:49PM "".--Corn Fir90�q'z�228 r 8y7 5,04 91 428 r 7D ir,v4' �� Qiiotatioii Custom led WINDOW SYSTEMS By:Brent Hood Quote#: 1469175/1 1900 S.W.44th Avenue.Ocala.FL 34474 Ph:352-388-6922 Fax:352-368-2928 !I()\IFIZI I F. WPI\I)()\N .ANI) DOORS — — Coss PON:True Experience/Oceanfront Cottage Bi I To: Ship To: SHIP TO Route.lAX- 48(1 EXECUTIVE PARK CT NORTH 4801 EXECUTIVE PAR CT N JACKSONVILLE,Fl.32216 JACKSONVILLE,FL 32216 Ph 904 296-2515 Fax:904 296-2528 Ph:904 296-2515 Fax:904 296-2528 Version 1 Cust No HOM350-P3072 !telt No.4 Qty:2 Mcdel:650-OH 3040 Colon WHITE Desc:650 Series Double Hung DP:«501-50-3040,CUSTOM GRILL Dimensions LOCATIONS-SEE VARIABLES,[FIN ONLY).[AUTO-LOCK),WHITE FRAME.18 x16 x Screen LOW E 366,Insulated,FIN ONLY ACTUAL 35112x47 1/2 EXTRUDED Full Screen CL STOM GRIDS AS SHOWN,BOX SCREENS SEPARATE ; WHITE,FPA#17235.1,WHITE,WHITE Te npered 4 ri DOES NOT MEET EGRESS,ID:C Item No.5 Qty:7 _. Madel:650-DH 2840 Color: WHITE Desc:650 Series Double Hung DP:+50/-50-2840,CUSTOM GRILL Dimensions LCCATIONS-SEE VARIABLES,[FIN ONLY],[AUTO-LOCK),WHITE FRAME,18 x16 L Seen LC W E 366,Insulated,FIN ONLY ACTUAL 3'1/2 z 47 1r 18"-T EXTRUDED Full Screen i r,==firsimiaN CUSTOM GRIDS AS SHOWN,BOX SCREENS SEPARATE WHITE,FPA#17235.1,WHITE,WHITE A . Tempered " DOES NOT MEET EGRESS,ID:D GSD '.' U•Factor-0.12.Swan SHG,:=01N V•1ioos:ra=041 Item No.6 Qty: 1 Model:650-0H 2840 Color. WHITE Desc:650 Series Double Hung DP:+50/-50-2840,CUSTOM GRILL !El r LCCATIONS-SEE VARIABLES,[FIN ONLY),[AUTO-LOCK],WHITE FRAME.18 x16 Dimensions . Screen LC W E 366,Insulated,FIN ONLY ACTUAL 31'n x 47 1n 1. EX TRUDED Full Screen z CUSTOM GRIDS AS SHOWN,BOX SCREENS SEPARATE WI11TE,FPA#17235.1,WHITE.WHITE tell �I . - . . 4 Tempered / (.a�G:. DOES NOT MEET EGRESS ID:D GS.Dit•Nr RC natio:,•Ci'JS•/ .0304'00002 ' U•ractot=0.'2.So!,5!IGG-9 1F.V•iransm,t-0.41 17/16 4:00:51PM I � Qtt(,�t(1tl(1t1 IralI4Custom lire WINDOW SYSTEMS By:Brent Hood Quote#: 1469175/1 1900 S.W.44th Avenue.Ocala,FL 34474 Ph:352-368-6922 Fax.352-368-2928 ■ TIO\JIRITE \\ I\I)(1\\S :\\I) DOOR' Cust POb! True Experience r Oceanfront Cottage Bil:To: Ship To: SHIP TO Route:1AX- 4801 EXECUTIVE PARK CT NORTH 4801 EXECUTIVE PAR CT N JACKSONVILLE,FL 322I6 JACKSONVILLE,FL 32216 Ph.')04 296-2515 Fax 904 296-2528 Ph.904 296-2515 Fax:904 296-2528 Version 1 Cust No.HOM350•P3072 Item No,7 Qty:14)1 ! r/ Model:650-OH Color. WHITE Desc:650 Series Double Hung DP:+501-50,CUSTOM GRILL LOCATIONS-SEE mamegmag 18-T VAF;IABLES,[FIN ONLY],(AUTO-LOCK),WHITE FRAME,18 x16 Screen Dimensions r LOW E 366,Insulated,FIN ONLY EXTRUDED Full Screen ACTUAL.291r2x37 1t2 18.-T CUSTOM GRIDS AS SHOWN.BOX SCREENS SEPARATE WH TE,FPA#17235.1,WHITE.WHITE Tempered •r. -is aviaol DOLS NOT MEET EGRESS.ID:E rOd ese.i H.NFRC Rating CV:S•K.2%.00007.00CO2 I;r te'-317.Soar SHCC=0.16.V.Trar;:n,,;-0.41 Item No.8 Oty: 1 Model:660-DH Color: WHITE Det c:650 Series Double Hung DP:+501-50,CUSTOM GRILL LOCATIONS-SEE 118 A Dimensions VARIABLES,[FIN ONLY),[AUTO-LOCK],WHITE FRAME,18 x16 Screen LOW E 366,Insulated.FIN ONLY EX--RUDED Full Screen ACTUAL 23 1/2 x 37 1;2 18 AI CU:STOM GRIDS AS SHOWN,BOX SCREENS SEPARATE FP/A#17235.1,WHITE,WHITE,WHITE DOES NOT MEET EGRESS,ID:Ftr4 E 650 NFRC Raptly.CWS.K•23.00057-00002 . U•Facwr=032 SWar SHGC=01E.V.Transmit=0.41 Item No.9 ON:1 Model:650-DH Color: WHITE = 1118 Al Desc:650 Series Double Hung DP+501-50,CUSTOM GRILL LOCATIONS-SEE Dimensions VARIABLES,[FIN ONLY],[AUTO-LOCK],WHITE FRAME, 18 x16 Screen LOIN E 366,Insulated,FIN ONLY EXTRUDED Full Screen ACTUAL 21 1'2 x 37 1n,.CUSTOM GRIDS AS SHOWN,BOX SCREENS SEPARATE FPA#17235.1,WHITE,WHITE,WHITE DOES NOT MEET EGRESS,ID:G ( sl 117'16 4:00:51PM ■P/ Custom )rrcltufrorr URN WINDOW SYSTEMS By Brent Hood Quote#: 1469175/1 1900 S.W.44th Avenue Ocala,FL 34474 Ph:352-368-8922 Fax.352-368-2928 III t i() "t t t21 i't; \\ I I)OAN'ti AND DOORS Cust P()JJ:True Experience/Oceanfront Cottage Bili o: Ship To: SHIP TO Route:JAX- 4801 EXECUTIVE PARK CT NORTH 4801 EXECUTIVE PAR CT N JACKSONVILLE,FL 32216 JACKSONVILLE,FL 32216 Ph 904 296-2515 Fax:904 296-2528 Ph:904 296-2515 Fax:904 296-2528 version 1 I Cust No.HOM350-P3072 Item No. 10 Qty:1 Modal:89 SERIES-OX Color: WHITE Desc 89 Series-OX CO Alum Frame DP+67.501-67.50,FPA#13245.1,8920 3 inch Dimensions PVC PANEL,2 Track Frame,6 3/16"Depth,PVC 6040 Threshold,'18 x16 Screen, _ CUSTOM SIZE.WHITE FRAME,STD SILL RISER 1697(5/8"),STD HARDWARE DLO:6712 x 79 1t2 ;:l I • LOW E 366,Insulated,Tempered li _ THUMBTURN ONLY,AL FXD PNL CLIPS,OBL INTRLK .— --• SCREEN AAMA Std.Gold Labeling,WI FP ROLLERS, `4 4..---__.:-.' "r t 85XX NFRC Rahny.Ct'S `U•Factor .. •. ' . Item No. 11 Qty: 1 Model:89 SERIES-OXXXXO Color: WHITE Desi::89 Series-OXXXXO CIDGHB Alum Frame DP1+67.50/-67.50,FPA#13245.1, Dimensions i 8920 3 inch PVC PANEL,3 Track Frame,8 5/8"Depth,PVC 6040 Threshold,18 x16 111111111111Screen,CUSTOM SIZE,WHITE FRAME.STD SILL RISER 1697(518"),STD DLO 211 1n x 79 vi HAF DWARF , + LOVJ E 366,Insulated,Tempered THL MBTURN ONLY,AL FXD PNL CLIPS,DBL INTRLK SCFEEN AAMA Std.Gold Labeling,WI FP ROLLERS, tr4 83XX 0.tNFR.0 Rato:x-c.''S: U•F'ac to' 0.11 $•.aur SHGC.,0 18 v-Tra',tnG-041 09XX ii-NERC riatn9.COS : J-Factnr-G. 5;.at 5H.;C.019 ra <nxt-C.11 F9XX G-l;FRC Rabny'CWS 1 U•Factar-0 31,Saar SHOC'8.18.V•Transma=U 41 ,i.D•t-FP,:Fiat..G C v.$ U-Fa0tat-0.31,Solar SHGC=0.18.V•Tranwn'it"041 1 NF kr.Ratn,r CW5: U.Faricr-C 31 Solar SHGC'010. Tr.utsma=U 41 lillMillMMIMIIIIIIIIIIIIIIIIIIIIIIIIIIMIMIMIR 117.16 4:00:51PM • Quote Date: 07/05/2016 TRUE EXPERIENCE CONSTRUCTION INC. Quote No.: 10005 775 BONITA ROAD ATLANTIC BEACH FL 32233 904-210-4911 Bill To: Ship To: STYLES CONSTRUCTION 1067 BEACH AVE ATLANTIC 1067 BEACH AVE ATLANTIC BCH 32233 BCH 32233 Qty I Description Unit Price Total 1 SUPPORT AND DEMO PORTIONS OF SECOND FLOOR AS NEEDED FOR NEW FLOOR JOIST • 1 DEMO EXTERIOR WALLS FOR NEW WINDOWS AND FRAME OPENINGS 1 REPAIR AND FRAME DOOR OPENINGS EXTERIOR 1 INSTALL NEW FLOOR JOIST 1 BUILD ROOF TRUSSES PER PLANS OLD TRUSSES TO REMAIN 1 FRAME INTERIOR WALLS AS PER PLANS 1 LABOR FOR ALL ABOVE $32,000.00 $32,000.00 1 LUMBER $22,885.00 $22,885.00 1 � CONCRETE FOOTINGS EAST PORCH FOOTERS 5 TOTAL SAW CUT $1,800.00 $1,800.00 AND POUR FOOTER 16X16X16 WITH COLUMN BASE [ ABC CONSTRUCTION I 1 ANY CHANGES TO BE AT A RATE OF 45.00 A MAN HOUR I � Total $56,685.00 Pease contact us for more information about payment options. Thank you for your business. KNIGHT ELECTRIC, LLC 90811th Ave. S Jacksonville, Beach FL 32224 PH: (904) 247-9884 FAX: (904) 247-9843 ER#13012523 TOTAL PROPOSAL = $ DATE: 76a' ({- JOB: /0(.7 IJP LC L Ave- CONTRACTOR: Sty l<5 S0„4$-, (a5r_ Knight Electric is pleased to provide you with a quote for the above referenced project. This price includes labor, materials and permits. /CL AMP SERVICE x UNDERGROUND up to 35ft conduit only RANGE/OVEN MICROWAVE SINGLE POLE 1 REFRIGERATOR * THREE WAY { DISHWASHER RECESS CAN DISPOSAL CEILING FANS J-BOX I WASHER 5- SMOKE DETECTORS j / DRYER WATER HEATER x HANG OWNER'S FIXTURES _ CARBON MONOXIDE SMOKE * RECEPTACLE DETECTOR COMBO * LIGHT BOXES 1 AC GFI RECEPTACLE * W/P RECEPTACLES 1 HEAT *PER PLANS Signature Date Proposal price good for 90 days from date prepared. We look forward to working with you. Please don't hesitate to call if you have any questions. Sincerely, Steve Knight, President Wdt0:t0 9t0Z/0E/90 Q3AI3D3e1 r' ; '.. `s, CITY OF ATLANTIC BEACH },, s 800 SEMINOLE ROAD si j ATLANTIC BEACH,FL 32233 (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 5/17/16 Permit#: 16-RADD-293 Applicant: Darrell Smith Site Address: 1067 Beach Ave. Address: 1537 Penman Rd. Review: 2 Phone: 241-4131 RE#: Email: THLS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. The Coastal Construction Control Line(CCCL), delineating the State regulated coastal area was not shown on the plans or survey. It appears that this project is seaward of the CCCL and FBC Sections R301.2.5 and FBC-B 3109 apply, including a required deep pile foundation for the new construction. Please clarify the project location in relation to the CCCL. If the project is seaward of the CCCL, please II provide all Florida DEP documents and requirements of FBC, Section 3109. 2. Design criteria: plans state wind speed as 120 mph. This location is in the 130 mph wind zone (Interpolation is permitted), Wind Exposure Category D. Please verify that this project is designed to 130 mph, Exposure D and state so on plans. 3. Please provide Florida Product Approval for garage doors, rated for 130 mph, Exposure D. Dan Arlington, CBO 247-5813 darlington@coab.us 1 A Comfortable Environment . 4541-4 St. Augustine Rd. Jacksonville, FL 32207 (904) 221-5386 kemmsmith_ace@yahoo.com A COMFORTABLE http://www.acomfortableenvironmenthvac.co ENVIRONMENT m AIC&HEATING SPECIALIST 'Why Gamble When You Can Play Your Ace" ADDRESS PROPOSAL# 1382 Styles Construction DATE 07/05/2016 1537 Penman Rd.Jacksonville, Fl 32250 Sales 5,890.00 We propose to install (1) 2.5 ton 14 seer A/C heat pump system complete with duct work, freon lines, drain lines,drain pan, energy calcs, permitting and labor. Work to be performed at: 1067 Beach Ave Atlantic Beach, Fl. 32233 TOTAL $5,890.00 Accepted By Accepted Date I I I Direct Line-(904)662-2791 \° I•11 ,.. °a . n - ! �' co - p 00 1 C\ to WN I•11 WN - o "CQ p x " �u ° 'b a '71. ()I z O D x n o a - ›' c ° ° d oc DnC17 '= -- CP (D . ac 0 ; _. n c. ft CS 0 -, as a i °- "o ° aro c < = k (1Q O CA UQ Uta d 1 = 0 O ,"CJ q ° o z A O a' c r-. = d a. F n i I . ..' ' „...g 4 :-_, -- 2 °-- Q ,J , z C CF. r. r "' 2SW - Q- (C' C LI .0 , . p r. 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S 1 `� b. c o 4t -I- 0CD to) y •'Lf ••s CD gr. 0o 0 co r • z r-, rvaCustom Quotation [,t; WINDOW SYSTEMS By.Brent Hood Quote#: 1469175/l 1900 S.W.44th Avenue Ocala,FL 34474 Ph 352-368-6922 Fax 352-368-2928 IIO\IHZITl: WINDOWS .%\I) DOORS Cuss PO4 True Experience/Oceanfront Cottage Bill To: Ship To: SHIP TO 4801 EXECUTIVE PARK CTNORTH 4801 EXECUTIVE PAR CT N Route JAX- JACKSONVILLE,FL 32216 JACKSONVILLE,FL 32216 Ph 904 296-2515 Fax:904 296-2528 Ph 904 296-25)5 Fax.904 296-2528 Version 1 Cust No HOM350•P3072 Item No 1 Qty: 12 Model:650-DH 3050 Color: WHITE Desc 650 Series Double Hung DP:+50/-50-3050,CUSTOM GRILL LOCATIONS-SEE VARIABLES,[FIN ONLY],[AUTO-LOCK],WHITE FRAME. 18 x16 Dimensions i Screen • LOW E 366.Insulated,FIN ONLY ACTUAL 35 1n x 59 1rz • EXTRUDED Full Screen CUSTOM GRIDS AS SHOWN,BOX SCREENS SEPARATE •i FPA#17235.1,WHITE,WHITE,WHITE DOES NOT MEET EGRESS,ID:A 5.411 L. • - - j 65 , . . 0-0H NFRCRating:CWS•ic 28:00007.00902; U•tractor=0:32.SolarSHGC=0.15.V-Transin4=041 0 Item No.2 Qty.6 . 111111•111111111. 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Dimensions Screen _I Y), WHITE FRAME, 18 x1e __--- SCreen s JJ LOW E 366, Insulated,FIN ONLY �"4* AL 35 1/2..47 1/2 I I EXTRUDED Full Screen i CUSTOM GRIDS AS SHOWN,BOX SCREENS SEPARATE Ail FPA#17235.1,WHITE,WHITE,WHITE r4EDOES NOT MEET EGRESS,ID•C4 mac: �• a 650 01I NFRCRat;ny CV✓S K 28-00007 00002.1 U•Factor=0.32.Solar SHGG=0.18,V•Ora •w,;1; 1 Rir Richa 411119pridotv*," e {0H'ne� rd Walden ria RI' c''Poor` 2 •33'Nfie � 4 Cot/Ouma > 7 n.. ;�Rd8 200'",-'4, . .S e lUZ ksr,o °0$29.4e orp Fax 25/ 1/7/16 4:00•49PM C •?96.2528 t.BCV49?2/40 CCC+51217/ __.._. _ - . -..-_- -.= . ♦ 1 r'� 414QItOtC�tlOj2 ., • r„.._110.5 WINDOW SYSTEMS By Brent Hood Quote #: 1469175/1 1900 S W 44th Avenue Ocala.FL 34474 Ph 352-368-6922 Fax 352-368-292e IR/MI:121TE NVlNDOWS :AND DOORS Cust PON.True Expenence I Oceanfront Cottage Bill To: Ship To: SHIP TO Route JAX- 4801 EXECUTIVE PARK CT NORTH 4801 EXECUTIVE PAR CT N JACKSONVILLE,FL 32216 JACKSONVILLE,FL 32216 Ph:904 296-2515 Fax 904 296-2528 Ph 904 296-2515 Fax 904 296-2528 Vers,or, 1 Cust No 110M350-P3072 Item No.4 Oty•2 Model:650-DH 3040 Color: WHITE • Desc.650 Series Double Hung DP:*50/-50-3040,CUSTOM GRILL Dimensions LOCATIONS-SEE VARIABLES.[FIN ONLY].[AUTO-LOCK],WHITE FRAME. 18 x16 . ir" Screen ACTUAL 35 1/2 x 47 14 LOW E 366,Insulated.FIN ONLY I --' i t T EXTRUDED Full Screen CUSTOM GRIDS AS SHOWN,BOX SCREENS SEPARATE WHITE,FPA#17235 1,WHITE,WHITE Tempered [P4 " 7.4:- DOES " DOES NOT MEET EGRESS,ID:C •SO-OH.NFRC Rating'CWS•K-28-00007.00002 1 U-Factor=0.32,Solar SHGC=0.76:V-Transmit=0:d1 Item No 5 Oty.7 • Model:650-DH 2840 Color: WHITE lii Desc650 Series Double Hung DP:+50/-50-2840,CUSTOM GRILL Dimensions LOCATIONS-SEE VARIABLES,[FIN ONLY].[AUTO-LOCK].WHITE FRAME, 18 x16 Screen LOWE 366.Insulated,FIN ONLY ACTUAL 311/2 x 47 172EXTRUDED Full Screen . CUSTOM GRIDS AS SHOWN.BOX SCREENS SEPARATE re WHITE,FPA#17235.1.WHITE.WHITE ry� 44 4- Tempered ;';.11.1;:: DOES NOT MEET EGRESS,ID:D • 650.05.NFRC Rating'CWS•K•28.00007 00002 t U•Factor-0.32.Solar SHGC=0.18,V-Transmit=0.41 Item No 6 Oty 1 -'\ 7 / Model:650-DH 2840 Color: WHITE Desc:650 Series Double Hung DP:+50/-50-2840.CUSTOM GRILL Dimensions ]`` i LOCATIONS-SEE VARIABLES.[FIN ONLY],[AUTO-LOCK].WHITE FRAME. 18 x16 Screen LOW E 366.Insulated,FIN ONLY ACTUAL 31 112 x 47 1/2 '1 EXTRUDED Full Screen 1T___,7 I. \ CUSTOM GRIDS AS SHOWN,BOX SCREENS SEPARATE WHITE,FPA#17235.1.WHITE.WHITE 11P4- Will,. -___ Pi Tempered 4111 —7212. DOES NOT MEET EGRESS ID:D 650.05•NFRC Rating:CWS•K-28-00007-00002 r U.factor-0.32,Solar SHGC=0.18,V-Transmit=0.41 111 117116 4:00:51PM 1..." Custom Quotation r1/411 WINDOW SYSTEMS By:Brent Hood Quote#: 1469175/1 1900 S.W.44th Avenue.Ocala.FL 34474 • Ph:352-368-6922 Fax:352-368-2928 HOMERITE WINDOWS AND DOORS Cust PON.True Experience/Oceanfront Cottage Bill To: Ship To: SHIP TO 4801 EXECUTIVE PARK CT NORTH 4801 EXECUTIVE PAR CT N Route:JAX- JACKSONVILLE,FL 32216 JACKSONVILLE,FL 32216 Ph:904 296-2515 Fax:904 296-2528 Ph.904 296-2515 Fax 904 296-2528 Version 1 Cust No.HOM350-P3072 Item No.7 Qty:1 - Model:650-DH Color: WHITE Desc:650 Series Double Hung DP:+50/-50,CUSTOM GRILL LOCATIONS-SEE T 18�� VARIABLES,[FIN ONLY],[AUTO-LOCK],WHITE FRAME,18 x16 Screen Dimensions _—_— Custom Quotation 01 _lei WINDOW SYSTEMS By:Brent Hood Quote#: 1469175/1 1900 S.W.44th Avenue.Ocala,FL 34474 Ph:352-368-6922 Fax:352-368-2928 1iO11ERITE WINDOWS AND DOORS Cust PONTrue Experience/Oceanfront Cottage Bill To: Ship To: SHIP TO Route:JAX- 4801 EXECUTIVE PARK CT NORTH 4801 EXECUTIVE PAR Cr N JACKSONVILLE,FL 32216 JACKSONVILLE,FL 32216 Ph.904 296-2515 Fax:904 296-2528 Ph:904 296-2515 Fax:904 296-2528 Version I I Cust No.HOM350-P3072 Item No.10 Qty:1 > 7 i 1 I�. i c Model:89 SERIES-OX Color: WHITE Desc:89 Series-OX CD Alum Frame DP:+67.50/-67.50,FPA#13245.1,8920 3 inch Dimensions PVC PANEL,2 Track Frame,6 3/16"Depth,PVC 6040 Threshold,18 x16 Screen, CUSTOM SIZE,WHITE FRAME,STD SILL RISER 1697(5/8"),STD HARDWARE DLO 6i 1n x 79 1/2 i i LOW E 366,Insulated,Tempered ' THUMBTURN ONLY.AL FXD PNL CLIPS,DBL INTRLK SCREEN HAMA Std.Gold Labeling,WI FP ROLLERS, ilF I 89XX•0-NFRC Rating.CWS U-Faclor=0 31 Solar SHGC=0.18,U-Transmrl=0.41 89x X-C-NFRC Rating.CWS !U•Factor-0.31,Solar SHGC=0,18,V-Transmn=0.41 Item No.11 Qty:,1 Model:89 SERIES-OXXXXO Color: WHITE Desc:89 Series-OXXXXO CIDGHB Alum Frame OP:+67.50/-67.50,FPA#13245.1, Dimensions 8920 3 inch PVC PANEL,3 Track Frame,8 5/8"Depth,PVC 6040 Threshold.18 x16 SIZE.WHITE FRAME,STD SILL RISER 1697(5/8"),STD "'i" Screen,CUSTOMDLO:211 112 x 79112 HARDWARE LOW E 366,Insulated,Tempered THUMBTURN ONLY,AL FXD PNL CLIPS,DBL INTRLK SCREEN AAMA Std.Gold Labeling,W/FP ROLLERS, r101 89XX.B NFRC Rating-CWS I Li-Factors-0 31.Solar SHGC=0.18.V-Transmit=0.41 89XX-H-NFRC Rating:CWS I U-Factor-0.31,Solar SHGC=0.18.V-Tran5mit=0.41 NFRC Rating.CWS i U•Factor0 31,Solar SHGC=0.18,V.Transmn=0.41 895 X.D.NFRC Rating:CWS U-Factor-0.31,Solar SHGC=0.18,V-Transmit=0.41 89XX-1-NFRC Rating:CWS i U•Factor=-0.31,Solar SHGC=0.18,V-Transmn=0.41 89XX-C-NFRC Raony.CWS i U.Factor=0.31,Solar SHGC=0.18.V-Transmit=0.41 1/7/16 4:00:51PM OFFICE COPY Ridgway Roof Truss Company (Trusses and Prefabricated Building Components) Mailing: P.O. Box 1309 — Gainesville, Florida 32602 Physical: 235 SW 11th Place — Gainesville, Florida 32601 Telephone: (352) 376-4436 Email: Sales@RidgwayTruss.com FAX: (352) 371-3316 www.RidgwayTruss.com WARMN THESE TRUSSES MUST BE HANDLED AND ERECTED ACCORDING TO BCSI SUMMARY SHEETS http://www.sbcindustry.docs/06_bcsi_booklet_final.pdf SEE TABLE OF CONTENTS DESIGN MANUAL Cleat, PROJECT NAME: 1067 Beach Ave JOB NUMBER: 16-0139 • CONTRACTOR: ZONA AND ASSOCIATES DATE: 3-4-16 az REVISIONS: COMMENTS: NutLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeke RE: 160139- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: ZONA AND ASSOCIATES Project Name: 1067 Beach Ave Model:Tampa,FL 33610-4115- Lot/Block: - Subdivision: - Address: City: Jacksonville State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014 Design Program: OnLine Plus 30.0.049 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 60.0 psf This package includes 7 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# ;Truss Name Date IT8164825 -�F1 -_-- 3/4/016__ 12 !T8164826 F2 _13/4/016_J 3 'T8164827 F3 _13/4/016 4_ -__T8164828 '.F4 13/4/016 1 5 T8164829 F5 6 '_T8164830. !F6 3/4/016_1 7 T8164831 F7 3/4/016 The truss drawing(s)referenced above have been prepared by MiTek ��``� Industries,Inc. under my direct supervision based on the parameters `s•• \P,�'..0 provided by Ridgway Roof Trusses. . Q`2,. �G E N 4;., Truss Design Engineer's Name: ORegan, Philip • 11# 5: 26 My license renewal date for the state of Florida is February 28, 2017. = * IMPORTANT NOTE:Truss Engineer's responsibility is solely for = S.1;6;1, design of individual trusses based upon design parameters shown �0�..., on referenced truss drawings. Parameters have not been verified ` R t P• ��,� as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. rrrrr„��`` Suitability of truss designs for any particular building is the Philip J.O'Regan PENo.58126 responsibility of the building designer, not the Truss Engineer, MITek USA,Inc.FL Cert6634 6904 Parke East Blvd.Tampa FL 33610 per ANSI/TPI-1, Chapter 2. Date: March 4,2016 ORegan, Philip 1 of 1 Table of Contents 1.General Notes 2.WTCA 1-1995 ( Standard Responsibilities in the Design Process involving Metal Plate Connected Wood Trusses) I 3.Engineering (insert) 4.Layout of Truss Placement Plan (insert) 5. Jobsite Package w/ BCSI B- 1, B-2, B-3 and B-4( Handling, Installing and Bracing Information) http://www.sbcindustry.corn/docs/O6_bcsi_booklet_final.pdf 6.Standard Chord and Web Repairs 7.Examples of Permanent Web Bracing ROBBINS ENG . GENERAL NOTES & SYMBOLS PLATE LOCATION PLATE SIZE LATERAL BRACING —-I l .— 108 Center plates on joints 6.3 x 8.8 The first dimension is the 1x4 continuous lateral bracing nunless otherwise noted in width measured perpen- attached with(2)8d nails each plate list or on drawing. dicular to slots. The second member where indicated or 2x4 is Dimensions are given in dimension is the length "T"or"1;'brace stiffener if inches(i.e.1 1/2"or 1.5")or measured parallel to slots. applicable nailed flat to edge of IN-16ths(i.e.108). web with 12d nails spaced 8"o.c. "T"or"L"brace must be extended at least 90%of web length. PLATE ORIENTATION DIMENSIONS BEARING When shown,indicates 6-08-08 1 All dimensions arc shown in When truss is designed to direction of slots in FT-IN-SX(i.e.6'8 1/2"orbear on multiple supports, connector plate. 6-08-08). Dimensions less •NNO interior bearing locations 708 than one foot arc shown ina� should be marked on the 1'--..-1 IN-SX only(i.e.708). 0 truss. Interior support or temporary shoring must be in place before erecting this truss. If necessary,shim bearings to assure solid contact with truss. ROBBINS LOCK connector plates (20 ga.galv.steel Trussed Rafters. Robbins Eng. Co. bears no ASTM A653 SS Grade 40) shall be applied on both responsibility for the erection of trusses,field bracing faces of truss at each joint. Center the plates, unless or permanent truss bracing. Refer to HIB-91 as shown otherwise by circles (o) or dimensions. No published by the Truss Plate Institute,583 D'Onofrio loose knots or wanes in plate contact area. Splice Drive,Suite 200,Madison,Wisconsin 53719. Persons only where shown. Overall spans assume 4" bearings erecting trusses are cautioned to seek professional at each end, unless indicated otherwise. Cutting and advice concerning proper erection bracing to prevent fabrication shall be performed on equipment which toppling and "dominoing". Care should be taken to produces snug-fitting joints and plates. Unless prevent damage during fabrication,storage,shipping otherwise noted, moisture content of lumber shall and erection. Top and bottom chords shall be not exceed 19%at time of fabrication and these adequately braced in the absence of sheathing or rigid designs are not applicable for use with fire retardant ceiling, respectively. It is the responsibility of others lumber. This design was prepared in accordance with to ascertain that the design loads utilized on this "National Design Specifications for Stress-Grade drawing meet or exceed the actual dead loads Lumber and Its Fastenings" (AFPA), "Design imposed by the structure and the live loads imposed Specifications for Light Metal Plate Connected Wood by the local building code or historical climatic records. Trusses" (TPI),and HUD Design Criteria for FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. ITIS THE RESPONSIBILITY OF BUILDING DESIGNER TO REVIEW THIS DRWG. &VERIFY THAT DATA INCLUDING DIM.&LOADS CONFORM TO ARCH. PLAN/SPECS& FAB.TRUSS LAYOUTS. • o CORPORATE HEADQUARTERS Ft021i9111), P.O.Box 280055 E514u z,; 1, L. Tampa, FL 33682-0055 800-282-1299 • Fax: 813-971-6117 I 1 WIERWood Truss Council of America 5937 Meadowood Dr., Ste.14 • Madison,WI 53711-4125 • 608/274-3329(fax) Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses WTCA 1 -1995 Developed by the WTCA Engineering Review Committee in cooperation with the Truss Plate Institute 2 The Wood Truss Council of America publishes standard practice materials prepared and edited by knowledgeable authors from the construction industry to give as much assistance as possible to owners,architects,engineers,contractors,building officials, and others involved in the metal plate connected wood truss industry.The competence of the authors ensures accurate and authoritative information in regard to the subject matter covered, but, of course, neither the Wood Truss Council of America, nor the authors make either express or implied warranties in regard to the use of the materials. 1.0 SCOPEAND DEFINITIONS 1.1 This standard defines the design responsibilities of the bracing, anchorage, connections and field individuals and organizations involved in the preparation, assembly. The term"Contractor"shall include submittal, review and approval of each Truss Design those subcontractors who have a direct contract Drawing and Truss Placement Plan associated with the with the Contractor to perform all or a portion use of metal plate connected wood trusses. These of the storage,handling,and installation of the guidelines are presented as industry standard practice.The trusses. guidelines are not intended to preclude alternate provisions 1.2.5 "Engineer-of-Record"shall mean the registered as agreed upon by the parties involved. professional engineer responsible for the 1.2 The following definitions shall apply: structural design of the structure and who 1.2.1 "Architect"shall mean the individual registered produces the structural drawings included in the architect responsible for the architectural design Construction Design Documents. of the structure and who produces the L2.6 "Owner" shall mean the individual or architectural drawings included in the organization for whom the structure is designed. Construction Design Documents. 1.2.7 "Truss" is an individual metal plate connected 1.2.2 "Building Designer" is the individual or wood structural component manufactured by the organization having responsibility for the overall Truss Manufacturer. building or structure design in accordance with the state's statutes and regulations governing the 1.2.8 "Truss Designer" is the design professional, professional registration and certification of individual or organization,having responsibility architects or engineers. This responsibility for the design of metal plate connected wood trusses.This responsibility shall be in accordance includes but is not limited to foundation design, structural member sizing,load transfer,bearing with the state's statutes and regulations governing conditions,and the structure's compliance with the professional registration and certification of architects or engineers.Also referred to as truss the applicable building codes. Also referred to as registered architect or engineer, building engineer, design engineer, registered engineer, and engineer,but hereinafter will be referred to designer, and registered building designer, but hereinafter will be referred to as Building as Truss Designer. Designer. 1.2.9 "Truss Design Drawing"shall mean the graphic 1.2.3 "Construction Design Documents" are the depiction of an individualTruss prepared by the architectural drawings, structural drawings, Truss Designer. mechanical drawings, electrical drawings, and 1.2.10 "Truss Manufacturer"shall mean an individual any other drawings,specifications,and addenda or organization regularly engaged in the which set forth the overall design of the structure manufacturing of Trusses. and issued by the Building Designer. 1.2.11 "Truss Placement Plan" is the drawing 1.2.4 "Contractor" shall mean the individual or identifying the location assumed for each Truss organization responsible for the field storage, based on theTruss Manufacturer's interpretation handling, and installation of trusses including, of the Construction Design Documents. but not limited to,temporary bracing,permanent 3 2.0 OWNER RESPONSIBILITIES 2.1 Directly or through its representatives,which may include Truss Design Drawing and Truss Placement Plan; and the Contractor and/or Building Designer;(a)review and (d)coordinate the return of each approved Truss Design approve each Truss Design Drawing; (b) review and Drawing and Truss Placement Plan to the Truss approve theTruss Placement Plan;(c)resolve and approve Manufacturer prior to truss manufacturing. all design issues arising out of the preparation of each 3.0 BUILDING DESIGNER RESPONSIBILITIES 3.1 Design a structure suitable to ensure that the intended 3.2.8 Proper transfer of design loads affecting the function of eachTruss is not affected by adverse influences Truss;and including, but not limited to, moisture, temperature, corrosive chemicals and gases; 3.2.9 Adequate connections between Truss and non- Truss components, except as noted in Section 3.2 Prepare the Construction Design Documents,showing all 6.2.9. trussed areas, which must provide as a minimum the following: 3.3 Review and approve the Truss Placement Plan and each Truss Design Drawing for conformance with the 3.2.1 All truss orientations and locations; requirements and intent of the Construction Design Documents,the effect of eachTruss Design Drawing and 3.2.2 Information to fully determine all truss profiles; Truss Placement Plan on other parts of the structure,and 3.2.3 Adequate support of the Truss and all truss the effect of the structure on each Truss. bearing conditions; 3.4 Specify permanent lateral bracing where indicated by the 3.2.4 Permanent bracing design for the structure Truss Designer on theTruss Design Drawings,to prevent including the Trusses,except as provided in 3.4 buckling of the individual truss members due to design and 6.2.12. loads. The Building Designer shall specify how the permanent lateral bracing is to be anchored or restrained 3.2.5 The location,direction and magnitude of all dead to prevent lateral movement if all truss members, so and live loads applicable to eachTruss including, braced, buckle together. This shall be accomplished by: but not limited to, loads attributable to: roof, floor,partition,mechanical,fire sprinkler,attic, (a)anchorage to solid end walls;(b)permanent diagonal bracing in the plane of the web members; or (c) other storage,wind,snow drift and seismic; means when demonstrated by the Building Designer to 3.2.6 All Truss anchorage designs required to resist provide equivalent bracing. uplift,gravity,and lateral loads; 3.2.7 Allowable vertical and horizontal deflection criteria; 4.0 CONTRACTOR RESPONSIBILITIES 4.I Provide to the Truss Manufacturer the Construction 4.4 Provide the approved Truss Design Drawings, approved Design Documents and all revisions and supplements Truss Placement Plans,and any supplemental information thereto. provided by the Truss Manufacturer to the individual or 4.2 Review and approve the Truss Placement Plan and each organization responsible for the installation of theTrusses. Truss Design Drawing for conformance with the 4.5 Comply with the field storage, handling, installation, requirements and intent of the Construction Design permanent bracing, anchorage, connections and field Documents, and the effect of the Truss Placement Plan assembly requirements of the Construction Design and each Truss Design Drawing on other trades involved Documents. in the construction of the structure and the effect of the other trades on the Trusses. 4.6 Determine and install the temporary bracing for the structure,including the Trusses. 4.3 Coordinate the review,approval and return of each Truss Design Drawing and the Truss Placement Plan by the Owner and Building Designer. 4 5.0 TRUSS MANUFACTURER RESPONSIBILITIES 5.1 Communicate the design criteria from the Construction 5.3 Submit to the Contractor the Truss Placement Plan, as Design Documents to the Truss Designer. may be required, and each Truss Design Drawing for 5.2 Where required by the Construction Design Documents, review and approval. prepare theTruss Placement Plan,providing as a minimum 5.4 Manufacture the Trusses in accordance with the final the location assumed for each Truss based on the Truss approved Truss Design Drawings using the quality criteria Manufacturer's interpretation of the Construction Design for Metal Plate Connected Wood Trusses established by Documents. the ANSUTPI 1-1995 "National Design Standard for Metal Plate Connected Wood Truss Construction." 6.0 TRUSS DESIGNER RESPONSIBILITIES 6.1 Prepare theTruss Design Drawings in conformance with 6.2.6 Each reaction force and direction; the requirements set forth in the latest approved edition ofANSUI'PI 1-1995"National Design Standard for Metal 6.2.7 Metal connector plate type, size, thickness or Plate Connected Wood Truss Construction:' gage,and the dimensioned location of each metal connector plate except where symmetrically 6.2 For each Truss Design Drawing,set forth as a minimum located relative to the joint interface; the following: 6.2.8 Lumber size, species, and grade for each 6.2.1 Slope or depth,span and spacing; member; 6.2.2 Location of all joints; 6.2.9 Connection Requirements for: 6.2.3 Required bearing widths; (a) Truss to Truss girder; 6.2.4 Design loads as applicable: (b) Truss ply to ply;and 6.2.4.1 Top chord live load (including snow (c) Field splices; loads); 6.2.10 Calculated deflection ratio and/or maximum 6.2.4.2 Top chord dead load; deflection for live and total load; 6.2.4.3 Bottom chord live load; 6.2.11 Maximum axial compression forces in theTruss 6.2.4.4 Bottom chord dead load; members to enable the Building Designer to design the size, connections and anchorage of 6.2.4.5 Concentrated loads and their points of the permanent continuous lateral bracing. Forces application;and may be shown on the Truss Design Drawing or 6.2.4.6 Controlling wind and earthquake on supplemental documents;and loads; 6.2.12 Required permanent Truss member bracing location. 6.2.5 Adjustments to lumber and metal connector plate design values for conditions of use; 7.0 OTHER RESPONSIBILITIES 7.1 Any party who cuts or damages a truss shall be responsible for securing the engineering required for the repair and for subsequent costs. Wood Truss Council of America's Objective WTCA is committed to promoting the common interests of all engaged in the manufacture of wood trusses and related components to ensure growth, continuity, and increased professionalism in our industry. Fundamental to this is promoting the safe,economic,and structurally sound use of trusses in all applications. 5 Job Mark 4uan Type Span P1-H1 Left OH Right OH Engineering 160139 Fl 8 M100 110100 10000 0 0 T8164825 1067 Beach Ave HO 1-0-0 HO 1-0-0 TCI 2-9-0 14-0-12 I 5-10-0 I 8-4-0 I 11-1-0 4x5= 3x3= lx311 3x3= 3x3= 3x6= -T- A K L M N D I ►Aie ..),Nit ►Ai Nt No, 40/00„. ......° C B Y • 0 Y Wro 1x311 J I H G F 1x411 3x5= 3x3= 1x311 3x3= 3x5= W:108 R: 667 W:308 R: 661 BCto I 1-4-8 I 3-1U-8 I 5-7-12 I 6-11-8 J 9-5-8 I 10-11-8 0 - 11-1-0 B ALL PLATES ARE MT2020 Scale:0.529"=1, MiTek® Online Plus" APPROX. TRUSS WEIGHT: 68.6 LBS Online Plus -- Version 30.0.049 J -I 0.59 1504 T 0.25 0.34 Trusses Manufactured by: RUN DATE: 03-MAR-16 I -H 0.93 1925 T 0.39 0.54 RIDGWAY ROOF TRUSS H -G 0.91 1925 T 0.39 0.52 Analysis Conforms To: Southern Pine lumber design G -F 0.43 1553 T 0.39 0.04 FBC2014 values are those effective F -E 0.03 0 T 0.00 0.03 TPI 2007 06-01-13 by SPIB//ALSC UON Webs Design checked for 10 psf non- CSI -Size- ----Lumber---- C -A 0.00 18 T concurrent LL on BC. TC 0.53 4x 2 SP-#2 A -J 0.43 920 T Max gap between edge of brg BC 0.93 4x 2 SP-#2 J -K 0.21 901 C and end vertical or WB 0.46 4x 2 SP-#3 K -I 0.30 634 T diagonal web is 1/2". BB --- 4x 2 SP-#3 I -L 0.05 221 C Provide 2X6 continuous H -M 0.03 132 C strongbacks (on edge) every Brace truss as follows: M -G 0.07 315 C 10.0 Ft. Fasten to each O.C. From To G -N 0.15 327 T truss w/ 3-10d(0.131"x3") TC Cont. 0- 0- 0 11- 1- 0 N -F 0.20 889 C nails at truss member(s) . or 48.0" 0- 0- 0 11- 1- 0 F -D 0.46 977 T This truss must be installed BC Cont. 0- 0- 0 11- 1- 0 E -D 0.08 358 C as shown. It cannot be or 120.0" 0- 0- 0 11- 1- 0 E -D 0.08 358 C installed upside-down. Max comp. force 1925 Lbs psf-Ld Dead Live TL Defl -0.17" in H -G L/755 Max tens. force 1925 Lbs TC 15.0 40.0 LL Defl -0.10" in H -G L/999 Connector Plate Fabrication BC 5.0 0.0 Shear // Grain in M -N 0.29 Tolerance = 10% TC+BC 20.0 40.0 This truss is designed for a Total 60.0 Spacing 24.0" Plates for each ply each face. creep factor of 1.5 which Lumber Duration Factor 1.00 Plate - MT20 20 Ga, Gross Area is used to calculate total Plate Duration Factor 1.00 Plate - MT2H 20 Ga, Gross Area load deflection. Fb Fc Ft Emin Plate - MS18 18 Ga, Gross Area TC 1.15 1.10 1.10 1.10 Jt Type Plt Size X Y JSI BC 1.10 1.10 1.10 1.10 A MT20 4.Ox 5.0 Ctr-0.5 0.71 K MT20 3.Ox 3.0 Ctr Ctr 0.95 Total Load Reactions (Lbs) L MT20 1.Ox 3.0 Ctr Ctr 0.33 Jt Down Uplift Horiz- M MT20 3.Ox 3.0 Ctr Ctr 0.26 ,`,\1111)iiiiii,' A 668 N MT20 3.Ox 3.0 Ctr Ctr 0.67 ♦�♦t �p J• O'tip 1,0 E 661 D MT20 3.Ox 6.0 Ctr Ctr 0.82 ♦ \� (j • C MT20 1.Ox 3.0 Ctr Ctr 0.33 �•`Q`Z` .•'�GE•NS•• dj, Jt Brg Size Required J MT20 3.Ox 5.0 Ctr Ctr 0.86 , • �' �••• i A 1.5" 1.5" I MT20 3.Ox 3.0 Ctr Ctr 0.95 No 5812. E 3.5" 1.5" H MT20 1.Ox 3.0 Ctr Ctr 0.33 - G MT20 3.Ox 3.0 Ctr Ctr 0.49 Plus 2 Unbalanced Load Cases F MT20 3.Ox 5.0 Ctr Ctr 0.91 - Plus 1 LL Load Case(s) E MT20 2.Ox 4.0 Ctr 0.5 0.20 : �, , Plus 1 DL Load Case(s) !!! REVIEWED BY: i O• 4/ Membr CSI P Lbs Axl-CSI-Bnd MiTek USA, Inc. �j �• ._ ��/ Q Q;•�\�♦♦, A -K 0.46Top765oCds0.01 0.45 Ta04 Parke East ampa, FL 33610B1vd. ,lit, ' / •./...•••‘,\C,%%% A`�``�♦♦` K -L 0.45 1925 C 0.03 0.42 �I�iiiilllllt/` L -M 0.45 1925 C 0.03 0.42 REFER TO ONLINE PLUS GENERAL Philip J.O'Regan PE No.58126 M -N 0.53 1784 C 0.03 0.50 NOTES AND SYMBOLS SHEET FOR Mffek USA,Inc.FL Cert 6634 N -D 0.49 824 C 0.00 0.49 ADDITIONAL SPECIFICATIONS. 6904Parke East Blvd.Tampa FL 33610 Bottom Chords Date: C -J 0.10 0 T 0.00 0.10 NOTES: Online Plus.®Copyright MITe1091996-2016 Version 30.0.049 Engineering-Portrait 3132016 3:49:04 PM Page 1 March 4,2 0 11 6 Job Mark Quan Type Span Pl-H1 Left OH Right OH Engineering 160139 F2 9 M100 110100 10000 0 0 T8164826 1067 Beach Ave HO 1-0-0 HO 1-0-0 TCI 2-9-0 1 4-0-12 1 5-10-0 1 8-4-0 1 11-1-0 I 4x5= 3x3= lx3 11 3x3= 3x3= 3x6= A K L M N D 0 /04 0 14 °11O 1-0-0 1114141111111111111%. 8 c Y b �. 'Y Y E 1x311 J I H G F E x4 II 3x5= 3x3= lx3 II 3x3= 3x5= W:108 R: 667 W:308 R: 661 BC to 1-4-8 I 3-10-8 I 5-'/-12 I 6-11-8 I 9-5-8 I 10-11-8 0 "I 4 11-1-0 p ALL PLATES ARE MT2020 Scale:0.529'=1' MiTek®Online Plus. APPROX. TRUSS WEIGHT: 68.8 LBS Online Plus -- Version 30.0.049 J -I 0.59 1504 T 0.25 0.34 Trusses Manufactured by: RUN DATE: 03-MAR-16 I -H 0.93 1925 T 0.39 0.54 RIDGWAY ROOF TRUSS H -G 0.91 1925 T 0.39 0.52 Analysis Conforms To: Southern Pine lumber design G -F 0.43 1553 T 0.39 0.04 FBC2014 values are those effective F -E 0.03 0 T 0.00 0.03 TPI 2007 06-01-13 by SPIB//ALSC UON Webs Design checked for 10 psf non- CSI -Size- ----Lumber---- C -A 0.00 18 T concurrent LL on BC. TC 0.53 4x 2 SP-#2 A -J 0.43 920 T Max gap between edge of brg BC 0.93 4x 2 SP-#2 J -K 0.21 901 C and end vertical or WB 0.46 4x 2 SP-#3 K -I 0.30 634 T diagonal web is 1/2". BB --- 4x 2 SP-#3 I -L 0.05 221 C Provide 2X6 continuous H -M 0.03 132 C strongbacks (on edge) every Brace truss as follows: M -G 0.07 315 C 10.0 Ft. Fasten to each O.C. From To G -N 0.15 327 T truss w/ 3-lOd(0.131"x3") TC Cont. 0- 0- 0 11- 1- 0 N -F 0.20 889 C nails at truss member(s) . or 48.0" 0- 0- 0 11- 1- 0 F -D 0.46 977 T This truss must be installed BC Cont. 0- 0- 0 11- 1- 0 E -D 0.08 358 C as shown. It cannot be or 120.0" 0- 0- 0 11- 1- 0 E -D 0.08 358 C installed upside-down. Max comp. force 1925 Lbs psf-Ld Dead Live TL Defl -0.17" in H -G L/755 Max tens. force 1925 Lbs TC 15.0 40.0 LL Defl -0.10" in H -G L/999 Connector Plate Fabrication BC 5.0 0.0 Shear // Grain in M -N 0.29 Tolerance = 10% TC+BC 20.0 40.0 This truss is designed for a Total 60.0 Spacing 24.0" Plates for each ply each face. creep factor of 1.5 which Lumber Duration Factor 1.00 Plate - MT20 20 Ga, Gross Area is used to calculate total Plate Duration Factor 1.00 Plate - MT2H 20 Ga, Gross Area load deflection. Fb Fc Ft Emin Plate - MS18 18 Ga, Gross Area TC 1.15 1.10 1.10 1.10 Jt Type Plt Size X Y JSI BC 1.10 1.10 1.10 1.10 A MT20 4.Ox 5.0 Ctr-0.5 0.71 K MT20 3.Ox 3.0 Ctr Ctr 0.95 Total Load Reactions (Lbs) L MT20 1.Ox 3.0 Ctr Ctr 0.33 11�(�" Jt Down Uplift Horiz- M MT20 3.Ox 3.0 Ctr Ctr 0.26 ``111 //,�� A 668 N MT20 3.Ox 3.0 Ctr Ctr 0.67 ,�0 \P J O' 4 i, E 661 D MT20 3.Ox 6.0 Ctr Ctr 0.82 ♦ \\. . • • C MT20 l.Ox 3.0 Ctr Ctr 0.33 �•% s'e••'\GENS • _'9 '• Jt Brg Size Required J MT20 3.Ox 5.0 Ctr Ctr 0.86 • �• '•� i A 1.5" 1.5" I MT20 3.Ox 3.0 Ctr Ctr 0.95 No 5812. E 3.5" 1.5" H MT20 1.Ox 3.0 Ctr Ctr 0.33 - * • * • .• G MT20 3.Ox 3.0 Ctr Ctr 0.49 Plus 2 Unbalanced Load Cases F MT20 3.Ox 5.0 Ctr Ctr 0.91 10 � Plus 1 LL Load Case(s) E MT20 2.Ox 4.0 Ctr 0.5 0.20 Plus 1 DL Load Case(s) i • '� .II ;•�/ REVIEWED BY: i O 4/ Membr CSI P Lbs Axl-CSI-Bnd MiTek USA, Inc. �0 _ •4/ Q Q.'•\ %• Top Chords 6904Parke EEast ast0Blvd. °,, / � C.? •% A -K 0.46 765 C 0.01 0.45 Tampa, i sS •�A� .. . %� K -L 0.45 1925 C 0.03 0.42 ��/1111 A��%�� L -M 0.45 1925 C 0.03 0.42 REFER TO ONLINE PLUS GENERAL Philip J.O'Regan PE No.58126 M -N 0.53 1784 C 0.03 0.50 NOTES AND SYMBOLS SHEET FOR MRek USA,Inc.FL Cert 6634 N -D 0.49 824 C 0.00 0.49 ADDITIONAL SPECIFICATIONS. 6904 Parke East Blvd.Tampa FL 33610 Bottom Chords C -J 0.10 0 T 0.00 0.10 NOTES: Date: Online Plus,.O Copyright MRek01996-2016 Version 30.0.049 Enginee6ng-Portrait 3/3/2018 3:49:07 PM Page 1 March 4,2016 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 160139 F3 8 M100 100810 10000 0 0 T8164827 1067 Beach Ave HO 1-0-0 HO 1-0-0 TCI 2-9-0 14-0-12 15-5-10 1 7-11-10 I 10-8-10 I 4x5= 3x3= 1x3 II 3x3= 3x3= 3x6= A K L M N D o Ot-4 e 04 okNe._ ,../00. _...0 1-0-0 C B �r• ► ►-1� p, E 1x3 II Y v2x4 11 3x4= 3x3= 1x3 II 3x3= 3x5= W:108 R: 645 L HGR R: 639 BC mI 1-4-8 I 3-10-8 I 5-3-6 I 6-7-2 1 9-1-2 I 10-7-2 0 N 4 10-8-10 p ALL PLATES ARE MT2020 Scale:0.544"=1' MiTek®Online Plus"' APPROX. TRUSS WEIGHT: 67.4 US Online Plus -- Version 30.0.049 J -I 0.53 1440 T 0.36 0.17 Trusses Manufactured by: RUN DATE: 03-MAR-16 I -H 0.81 1806 T 0.36 0.45 RIDGWAY ROOF TRUSS H -G 0.80 1806 T 0.36 0.44 Analysis Conforms To: Southern Pine lumber design G -F 0.42 1487 T 0.38 0.04 FBC2014 values are those effective F -E 0.04 0 T 0.00 0.04 TPI 2007 06-01-13 by SPIB//ALSC UON Webs Design checked for 10 psf non- CSI -Size- ----Lumber---- C -A 0.00 16 T concurrent LL on BC. TC 0.50 4x 2 SP-#2 A -J 0.42 885 T Max gap between edge of brg BC 0.81 4x 2 SP-#2 J -K 0.20 859 C and end vertical or WB 0.44 4x 2 SP-#3 K -I 0.26 559 T diagonal web is 1/2". BB --- 4x 2 SP-#3 I -L 0.04 181 C Provide 2X6 continuous H -M 0.02 130 C strongbacks (on edge) every Brace truss as follows: M -G 0.06 273 C 10.0 Ft. Fasten to each O.C. From To G -N 0.13 290 T truss w/ 3-10d(0.131"x3") TC Cont. 0- 0- 0 10- 8-10 N -F 0.19 850 C nails at truss member(s). or 48.0" 0- 0- 0 10- 8-10 F -D 0.44 937 T This truss must be installed BC Cont. 0- 0- 0 10- 8-10 E -D 0.07 346 C as shown. It cannot be or 120.0" 0- 0- 0 10- 8-10 E -D 0.07 346 C installed upside-down. Max comp. force 1806 Lbs psf-Ld Dead Live TL Defl -0.14" in H -G L/909 Max tens. force 1806 Lbs TC 15.0 40.0 LL Defl -0.08" in H -G L/999 Connector Plate Fabrication BC 5.0 0.0 Shear // Grain in M -N 0.29 Tolerance = 10% TC+BC 20.0 40.0 This truss is designed for a Total 60.0 Spacing 24.0" Plates for each ply each face. creep factor of 1.5 which Lumber Duration Factor 1.00 Plate - MT20 20 Ga, Gross Area is used to calculate total Plate Duration Factor 1.00 Plate - MT2H 20 Ga, Gross Area load deflection. Fb Fc Ft Emin Plate - MS18 18 Ga, Gross Area TC 1.15 1.10 1.10 1.10 Jt Type Plt Size X Y JSI BC 1.10 1.10 1.10 1.10 A MT20 4.Ox 5.0 Ctr-0.5 0.69 K MT20 3.Ox 3.0 Ctr Ctr 0.84 Total Load Reactions (Lbs) L MT20 1.Ox 3.0 Ctr Ctr 0.33 tIW I, Jt Down Uplift Horiz- M MT20 3.Ox 3.0 Ctr Ctr 0.26 0%�� / A 646 N MT20 3.Ox 3.0 Ctr Ctr 0.64 ��,`� J• Or�<','�j� E 639 D MT20 3.Ox 6.0 Ctr Ctr 0.78 \� C MT20 1.Ox 3.0 Ctr Ctr 0.33 `�Q`� •••\G•E N S•••-91j..i Jt Brg Size Required J MT20 3.Ox 4.0 Ctr Ctr 0.99 • •• • • A 1.5" 1.5" I MT20 3.Ox 3.0 Ctr Ctr 0.84 • MO 5812 • E 3.5" 1.5" H MT20 1.Ox 3.0 Ctr Ctr 0.33 Z * * G MT20 3.Ox 3.0 Ctr Ctr 0.44 • Plus 2 Unbalanced Load Cases F MT20 3.Ox 5.0 Ctr Ctr 0.87 "'-0 i Plus 1 LL Load Case(s) E MT20 2.Ox 4.0 Ctr 0.5 0.20 O: ///` , .• �` Plus 1 DL Load Case(s) REVIEWED BY: , Membr CSI P Lbs Axl-CSI-Bnd MiTek USA, Inc. �� _ -• Q Q;�\N,. Top Chords 6904 Parke East Blvd. ,•ss •/�•••'CA4 A -K 0.45 736 C 0.01 0.44 Tampa, FL 33610 / ‘s- ,/,. K -L 0.35 1806 C 0.01 0.34 " /11 lI`1% L -M 0.34 1806 C 0.02 0.32 REFER TO ONLINE PLUS GENERAL Philip J.O'Regan PE No.58126 M -N 0.50 1687 C 0.04 0.46 NOTES AND SYMBOLS SHEET FOR MiTek USA,Inc.FL Cert 6634 N -D 0.48 790 C 0.00 0.48 ADDITIONAL SPECIFICATIONS. 6904 Parke East Blvd.Tampa FL 33610 Bottom Chords C -J 0.08 0 T 0.00 0.08 NOTES: Date: Online Plus"'O Copyright Weida 1996.2016 Version 30.0.049 Engineering-Portrait 313/2016 3:49:09 PM Page I March 4,2016 Job Mark Quan Type Span P1-Hi Left OH Right OH Engineering 160139 F4 8 M100 91110 10000 0 0 T8164828 1067 Beach Ave HO 1-0-0 HO 1-0-0 TCI 2-9-0 14-0-12 140810 I 7-2-10 I 9-11-10 3x6= 3x3= 1x311 3x3= 3x3= 3x6= A K L M N D T o0 �i Ai 1-0-0 BNiiitit-00/41 r- - � - c b Y/111111It'Y� /'�E 1x311 J I x4 II 3x4= 3x3= 1x3 I I 3x3= 3x4= W:108 R: 600 L HGR R: 594 BC ml 1-4-8 I 3-10-8 14-6-6 I 5-10-2 I 8-4-2 I 9-10-2 0 rl B 9-11-10 9 ALL PLATES ARE MT2020 Scale:0.583"=t' Mitek®Online Plus" APPROX. TRUSS WEIGHT: 64.6 LBS Online Plus -- Version 30.0.049 C -J 0.04 0 T 0.00 0.04 RUN DATE: 03-MAR-16 J -I 0.42 1308 T 0.33 0.09 NOTES: I -H 0.58 1571 T 0.40 0.18 Trusses Manufactured by: Southern Pine lumber design H -G 0.61 1571 T 0.40 0.21 RIDGWAY ROOF TRUSS values are those effective G -F 0.38 1349 T 0.34 0.04 Analysis Conforms To: 06-01-13 by SPIB//ALSC UON F -E 0.04 0 T 0.00 0.04 FBC2014 CSI -Size- ----Lumber---- Webs TPI 2007 TC 0.47 4x 2 SP-#2 C -A 0.00 13 T Design checked for 10 psf non- BC 0.61 4x 2 SP-#2 A -J 0.38 812 T concurrent LL on BC. WB 0.40 4x 2 SP-#3 J -K 0.18 771 C Max gap between edge of brg BB --- 4x 2 SP-#3 K -I 0.19 418 T and end vertical or I -L 0.02 91 C diagonal web is 1/2". Brace truss as follows: H -M 0.03 139 C This truss must be installed O.C. From To M -G 0.04 190 C as shown. It cannot be TC Cont. 0- 0- 0 9-11-10 G -N 0.10 219 T installed upside-down. or 48.0" 0- 0- 0 9-11-10 N -F 0.17 768 C Max comp. force 1570 Lbs BC Cont. 0- 0- 0 9-11-10 F -D 0.40 853 T Max tens. force 1571 Lbs or 118.1" 0- 0- 0 9-11-10 E -D 0.07 322 C Connector Plate Fabrication E -D 0.07 322 C Tolerance = 10% psf-Ld Dead Live This truss is designed for a TC 15.0 40.0 TL Defl -0.09" in H -G L/999 creep factor of 1.5 which BC 5.0 0.0 LL Defl -0.05" in H -G L/999 is used to calculate total TC+BC 20.0 40.0 Shear // Grain in N -D 0.28 load deflection. Total 60.0 Spacing 24.0" Lumber Duration Factor 1.00 Plates for each ply each face. Plate Duration Factor 1.00 Plate - MT20 20 Ga, Gross Area Fb Fc Ft Emin Plate - MT2H 20 Ga, Gross Area TC 1.15 1.10 1.10 1.10 Plate - MS18 18 Ga, Gross Area BC 1.10 1.10 1.10 1.10 Jt Type Plt Size X Y JSI A MT20 3.Ox 6.0 Ctr Ctr 0.68 Total Load Reactions (Lbs) K MT20 3.Ox 3.0 Ctr Ctr 0.63 ,14001111./1 . 1 � Jt Down Uplift Horiz- L MT20 1.Ox 3.0 Ctr Ctr 0.33 ��0� 1P •' 0'AF ie A 601 M MT20 3.Ox 3.0 Ctr Ctr 0.26 • ��' • E 594 N MT20 3.Ox 3.0 Ctr Ctr 0.58 . q •.•V\G E•N S s. e IP D MT20 3.Ox 6.0 Ctr Ctr 0.71 • Jt Brg Size Required C MT20 1.Ox 3.0 Ctr Ctr 0.33 ••• : N 0 5812. • A 1.5" 1.5" J MT20 3.Ox 4.0 Ctr Ctr 0.91 * :* E 3.5" 1.5" I MT20 3.Ox 3.0 Ctr Ctr 0.63 - • / • H MT20 1.Ox 3.0 Ctr Ctr 0.33 =-, � e y Plus 2 Unbalanced Load Cases G MT20 3.Ox 3.0 Ctr Ctr 0.33 •• // a tv i Plus 1 LL Load Case(s) F MT20 3.Ox 4.0 Ctr Ctr 0.95 Q• / / *v.:. Plus 1 DL Load Case(s) E MT20 2.Ox 4.0 Ctr 0.5 0.20 .// P\.•\ `� Membr CSI P Lbs Axl-CSI-Bnd REVIEWED BY: ice,/SS //... •A\i, Top Chords MiTek USA, Inc. ��4.. A, 0%�� A -K 0.44 675 C 0.01 0.43 6904 Parke East Blvd. K -L 0.35 1570 C 0.01 0.34 Tampa, FL 33610 Philip J.O'Regan PE No.58126 L -M 0.17 1570 C 0.01 0.16 MiTek USA,Inc.FL Cert 6634 M -N 0.47 1492 C 0.01 0.46 REFER TO ONLINE PLUS GENERAL 6904 Parke East BNd.Tampa FL 33610 N -D 0.46 719 C 0.00 0.46 NOTES AND SYMBOLS SHEET FOR Date: Bottom Chords ADDITIONAL SPECIFICATIONS. Online Moan'O Copyright MiTel®1996-2016 Version 30.0,049 Engineering-Portrait 31L2016 3:49:12 PM Page 1 March 4,2016 Job Mark Quan Type Span P1-Hi Left OH Right OH Engineering 160139 F5 13 M100 140000 10000 0 0 7'8164829 1067 Beach Ave HO 1-0-0 HO 1-0-0 m 0 m '-0 t TC he 2-7-8 I 5-1-8 1 6-5-4 1 8-7-8 I 11-1-8 I 13-9-0 P 1x3= 1x3= 3x5= 3x3= 3x3= 1x3 11 3x3= 3x3= 3x5= A M N 0 P Q D B A -1-- 41. AAr. .411111144114%46. .110/1° IN .00°.°11/ 11, AO E 1-0-0 - N' -. 4 2x411 C L K J I H G 2x4 II B 4x5= 3x3= 3x3= 1x3 11 3x3= 4x5= Z • W:308 W:308 R: 818 R: 818 BC 1-6-0 I 4-0-0 I 6-6-0 I 8-8-4 110-0-0 I 12-6-0 114-0-0 B 14-0-0 B ALL PLATES ARE MT2020 Scale:0.417"=1' MiTek®Online Plus'' APPROX. TRUSS WEIGHT: 85.1 LBS Online Plus -- Version 30.0.049 J -I 0.86 3102 T 0.42 0.44 RUN DATE: 03-MAR-16 I -H 0.80 3102 T 0.42 0.38 NOTES: H -G 0.41 2001 T 0.34 0.07 Trusses Manufactured by: Southern Pine lumber design G -F 0.03 0 T 0.00 0.03 RIDGWAY ROOF TRUSS values are those effective Webs Analysis Conforms To: 06-01-13 by SPIB//ALSC UON C -A 0.18 807 C FBC2014 CSI -Size- ----Lumber---- A -L 0.59 1252 T TPI 2007 TC 0.66 4x 2 SP-#2 L -M 0.27 1189 C Design checked for 10 paf non- BC 0.88 4x 2 SP-#1 M -K 0.29 628 T concurrent LL on BC. WB 0.59 4x 2 SP-#3 K -N 0.12 548 C Provide 2X6 continuous N -J 0.21 457 T strongbacks (on edge) every Brace truss as follows: J -O 0.04 184 C 10.0 Ft. Fasten to each O.C. From To I -P 0.08 181 T truss w/ 3-10d(0.131"x3") TC Cont. 0- 0- 0 14- 0- 0 P -H 0.18 794 C nails at truss member(s). or 48.0" 0- 0- 0 14- 0- 0 H -Q 0.30 641 T BC Cont. 0- 0- 0 14- 0- 0 This truss must be beelled installed or 120.0" 0- 0- 0 14- 0- 0 G -D 0.59 1254 T as shown. It cannot installed upside-down. F -D 0.18 811 C Max comp. force 3102 Lbs psf-Ld Dead Live Max tens. force 3102 Lbs TC 15.0 40.0 TL Defl -0.34" in K -J L/476 Connector Plate Fabrication BC 5.0 0.0 LL Defl -0.20" in K -J L/806 Tolerance = 10% TC+BC 20.0 40.0 Shear // Grain in 0 -P 0.30 This truss is designed for a Total 60.0 Spacing 24.0" creep factor of 1.5 which Lumber Duration Factor 1.00 Plates for each ply each face. is used to calculate total Plate Duration Factor 1.00 Plate - MT20 20 Ga, Gross Area load deflection. Fb Fc Ft Emin Plate - MT2H 20 Ga, Gross Area TC 1.15 1.10 1.10 1.10 Plate - MS18 18 Ga, Gross Area BC 1.10 1.10 1.10 1.10 Jt Type Plt Size X Y JSI A MT20 3.Ox 5.0 1.0 Ctr 0.99 Total Load Reactions (Lbs) A MT20 1.0x 3.0 Ctr Ctr 0.00 Jt Down Uplift Horiz- M MT20 3.Ox 3.0 Ctr Ctr 0.95 C 819 N MT20 3.Ox 3.0 Ctr Ctr 0.69 ,(��I F 819 0 MT20 1.Ox 3.0 Ctr Ctr 0.33 ``111 iiiii, P MT20 3.0x 3.0 Ctr Ctr 0.60 J. Jt Brg Size Required Q MT20 3.0x 3.0 Ctr Ctr 0.96 ��,\�\•P.......'AF(�j,�ii C 3.5" 1.5" D MT20 3.0x 5.0-1.0 Ctr 0.99 `�Q�•.. .C,ENS..�2.i= F 3.5" 1.5" D MT20 1.0x 3.0 Ctr Ctr 0.00 • •• C MT20 2.0x 4.0 Ctr 0.5 0.43 No 5812 e Plus 2 Unbalanced Load Cases L MT20 4.0x 5.0 Ctr 0.5 0.97 Plus 1 LL Load Case(s) K MT20 3.0x 3.0 Ctr Ctr 0.95 Plus 1 DL Load Case(s) J MT20 3.0x 3.0 Ctr Ctr 0.69 • I MT20 1.0x 3.0 Ctr Ctr 0.46 :13• • a Membr CSI P Lbs Axl-CSI-Bnd H MT20 3.Ox 3.0 Ctr Ctr 0.96 /, Top Chords G MT20 4.Ox 5.0 Ctr 0.5 0.97 A -M 0.43 1041 C 0.01 0.42 F MT20 2.0x 4.0 Ctr 0.5 0.43 0� ,/ ("1\''•'� ,• M -N 0.48 2531 C 0.09 0.39 N -O 0.46 3102 C 0.07 0.39 REVIEWED BY: ,•, .9/1/49 •�••••••\��`, 0 -P 0.66 3102 C 0.16 0.50 MiTek USA, Inc. P -Q 0.55 2525 C 0.04 0.51 6904 Parke East Blvd. ,iii"11111A111-111‘‘‘‘‘ I��Ali,,` Q -D 0.45 1043 C 0.01 0.44 Tampa, FL 33610 Philip J.O'Regan PE No.58126 Bottom Chords MiTek USA,Inc.FL Cert 6634 C -L 0.03 0 T 0.00 0.03 REFER TO ONLINE PLUS GENERAL 6904 Parke East Blvd.Tampa FL 33610 L -K 0.38 2016 T 0.34 0.04 NOTES AND SYMBOLS SHEET FOR Date: K -J 0.88 2980 T 0.43 0.45 ADDITIONAL SPECIFICATIONS. Online Plus'.0 Copyright MRelc®1996-2016 Version 30.0.049 Engineering-Portrait 3132016 3:49:14 PM Page 1 March 4,20�6 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering �_� pF6 1 M100 140000 10000 0 0 T8164830 1067 Beidgl Se- HO 1-0-0 HO 1-0-0 0 00 o0 co 0 o A or.' TC I'1 1-4-12 12-8-12 I 4-0-12 15-4-12 1 6-8-12 18-0-12 I 9-4-12 110-8-12 112-0-12 113-4-12 I'' 1x3= 1x3= 1x3 11 1x3 11 lx3 11 l x3 11 lx3 II 1x3 II 1x3 II 1x311 1x3 11 1x3 II 1x3 11 1x3 11 A Q R S T U V W R Y Z D Tko 0 0 0 1-0-0 2x4 a 0 4 F ;--- P 0 N M L K J I H G x4 II lx3 I 1 1x3 11 1x3 11 11x3 11 lx3 I1 lx3 II 1x311 1x3JI 1 lx3 11 lx3 11 / / / / / / / / / / / / / / BCS 1-6-4 I 2-10-4 14-2-4 I 5-6-4 I 6-10-4 18-2-4 19-6-4 110-10-4 112-2-4 113-6-4 I I 0 0 0 oIv 14-0-0 p ALL PLATES ARE MT2020 Scale:0.433"=1' MiTek®Online Plus. APPROX. TRUSS WEIGHT: 71.6 LBS Online Plus -- Version 30.0.049 L -K 0.01 0 T 0.00 0.01 6904 Parke East Blvd. RUN DATE: 03-MAR-16 K -J 0.01 0 T 0.00 0.01 Tampa, FL 33610 J -I 0.01 0 T 0.00 0.01 Southern Pine lumber design I -H 0.01 0 T 0.00 0.01 REFER TO ONLINE PLUS GENERAL values are those effective H -G 0.01 0 T 0.00 0.01 NOTES AND SYMBOLS SHEET FOR 06-01-13 by SPIB//ALSC UON G -F 0.00 0 T ADDITIONAL SPECIFICATIONS. CSI -Size- ----Lumber---- Webs TC 0.10 4x 2 SP-#2 C -A 0.12 66 C 0.00 0.12 NOTES: BC 0.01 4x 2 SP-#2 P -Q 0.02 154 C 0.00 0.02 Trusses Manufactured by: WB 0.12 4x 2 SP-#3 0 -R 0.00 145 C RIDGWAY ROOF TRUSS N -S 0.00 146 C Analysis Conforms To: Brace truss as follows: M -T 0.00 146 C FBC2014 O.C. From To L -U 0.00 146 C TPI 2007 TC Cont. 0- 0- 0 14- 0- 0 K -V 0.00 146 C Design checked for 10 psf non- or 48.0" 0- 0- 0 14- 0- 0 J -W 0.00 146 C concurrent LL on BC. BC Cont. 0- 0- 0 14- 0- 0 I -X 0.00 146 C This truss must be installed or 120.0" 0- 0- 0 14- 0- 0 H -Y 0.01 150 C 0.00 0.01 as shown. It cannot be G -Z 0.07 105 C 0.00 0.07 installed upside-down. psf-Ld Dead Live F -D 0.02 3 T 0.00 0.02 Max comp. force 154 Lbs TC 15.0 40.0 Max tens. force 3 Lbs BC 5.0 0.0 TL Defl 0.00" in L/999 Connector Plate Fabrication TC+BC 20.0 40.0 LL Defl 0.00" in L/999 Tolerance = 10% Total 60.0 Spacing 24.0" Shear // Grain in A -Q 0.13 This truss is designed for a Lumber Duration Factor 1.00 creep factor of 1.5 which Plate Duration Factor 1.00 Plates for each ply each face. is used to calculate total Fb Fc Ft Emin Plate - MT20 20 Ga, Gross Area load deflection. TC 1.15 1.10 1.10 1.10 Plate - MT2H 20 Ga, Gross Area BC 1.10 1.10 1.10 1.10 Plate - MS18 18 Ga, Gross Area Jt Type Plt Size X Y JSI Total Load Reactions (Lbs) A MT20 1.Ox 3.0 Ctr Ctr 0.33 Jt Down Uplift Horiz- A MT20 1.Ox 3.0 Ctr Ctr 0.00 C 1639 Q MT20 1.Ox 3.0 Ctr Ctr 0.33 R MT20 1.Ox 3.0 Ctr Ctr 0.33 Jt Brg Size Required S MT20 1.Ox 3.0 Ctr Ctr 0.33 .01111111;11 C 168.0" -1"-to- 167" T MT20 1.0x 3.0 Ctr Ctr 0.33U MT20 1.Ox 3.0 Ctr Ctr 0.33 °%' ? J. 0/��^///I� Plus 1 LL Load Case(s) V MT20 1.Ox 3.0 Ctr Ctr 0.33 `4. \� v I� Plus 1 DL Load Case(s) W MT20 1.Ox 3.0 Ctr Ctr 0.33 . '' ..*\Ci E•NS '9 .., X MT20 1.Ox 3.0 Ctr Ctr 0.33 •Z Q •• V F ••2 Membr CSI P Lbs Axl-CSI-Bnd Y MT20 1.0x 3.0 Ctr Ctr 0.33 No 5812. Top Chords Z MT20 1.Ox 3.0 Ctr Ctr 0.33 + i A -Q 0.10 12 C 0.00 0.10 D MT20 1.Ox 3.0 Ctr Ctr 0.33 .7.1 *• * Q -R 0.09 10 C 0.00 0.09 D MT20 1.Ox 3.0 Ctr Ctr 0.00 - • / R -S 0.09 9 C 0.00 0.09 C MT20 2.Ox 4.0 Ctr 0.5 0.20 S -T 0.09 9 C 0.00 0.09 P MT20 1.Ox 3.0 Ctr Ctr 0.33 �� if; s T -U 0.09 9 C 0.00 0.09 0 MT20 1.Ox 3.0 Ctr Ctr 0.33 U -V 0.09 8 C 0.00 0.09 N MT20 1.Ox 3.0 Ctr Ctr 0.33 0 / / 111" 4/Zr V -W 0.09 8 C 0.00 0.09 M MT20 1.Ox 3.0 Ctr Ctr 0.33 o • / O Q• \�,• W -X 0.09 8 C 0.00 0.09 L MT20 1.Ox 3.0 Ctr Ctr 0.33 �0 • ,� X -Y 0.09 8 C 0.00 0.09 K MT20 1.Ox 3.0 Ctr Ctr 0.33 / s • ,N Y -2 0.09 9 C 0.00 0.09 J MT20 1.Ox 3.0 Ctr Ctr 0.33 d//�/ •�A`A, 0% Z -D 0.04 2 C 0.00 0.04 I MT20 1.Ox 3.0 Ctr Ctr 0.33 ll Bottom Chords H MT20 1.Ox 3.0 Ctr Ctr 0.33 C -P 0.01 0 T 0.00 0.01 G MT20 1.0x 3.0 Ctr Ctr 0.33 Philip J.O'Regan PE No.58126 P -0 0.01 0 T 0.00 0.01 F MT20 2.0x 4.0 Ctr 0.5 0.20 MITek USA,Inc.FL Cert 6634 o -N 0.01 0 T 0.00 0.01 6904 Parke East Blvd.Tampa FL 33610 N -M 0.01 0 T 0.00 0.01 REVIEWED BY: Date: M -L 0.01 0 T 0.00 0.01 MiTek USA, Inc. Online Plus.O Copyright MWTe01996-2010 Version 30.0.049 Engineering•Portrait 3/32010 3:49:17 PM Pape 1 March 4,2016 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 160139 F7 1 M100 110100 10000 0 0 78164831 1067 Beach Ave HO 1-0-0 HO 1-0-0 TCj 2-9-0 1 4-0-12 1 5-10-0 I 8-4-0 1 11-1-0 f 5x8- 6x6= 2x4 II 4x5 II 4x5 II - 6x8 A K L M N D - B 0 0 1-0-0 A • A - ir'e 1x311 J I H G F 42x411 4x8= 3x5= 1x3 II 3x3= 4x8= W:108 R:1169 W:308 R:1157 BC coI 1-4-8 1 3-10-El 1 5-1-12 1 6-11-8 1 9-5-8 I 10-11-8 a - I 11-1-0 p ALL PLATES ARE MT2020 Scale:0.529"=1' MiTek®Online Plus'. APPROX. TRUSS WEIGHT: 87.5 LBS Online Plus -- Version 30.0.049 N -D 0.23 776 C 0.01 0.22 Girder Common RUN DATE: 03-MAR-16 Bottom Chords Loading TC C -J 0.03 0 T 0.00 0.03 Span 5- 0- 0 Southern Pine lumber design J -I 0.54 2559 T 0.48 0.06 Design checked for 10 psf non- values are those effective I -H 0.81 3330 T 0.63 0.18 concurrent LL on BC. 06-01-13 by SPIB//ALSC UON H -G 0.81 3330 T 0.63 0.18 Use properly rated hangers for CSI -Size- ----Lumber---- G -F 0.55 2674 T 0.50 0.05 loads framing into girder TC 0.41 4x 2 SP-#2 F -E 0.02 0 T 0.00 0.02 truss. BC 0.81 4x 2 SP-#1 Webs Max gap between edge of brg vertical 0.79 4x 2 SP-#3 C -A 0.00 14 T and end vertical or BB --- 4x 2 SP-#3 A -J 0.75 1582 T diagonal web is 1/2". J -K 0.35 1517 C Provide 2X6 continuous Brace truss as follows: K -I 0.54 1135 T strongbacks (on edge) every O.C. From To I -L 0.12 551 C 10.0 Ft. Fasten to each TC Cont. 0- 0- 0 11- 1- 0 H -M 0.01 66 C truss w/ 3-10d(0.131"x3") or 48.0" 0- 0- 0 11- 1- 0 M -G 0.12 540 C nails at truss member(s). BC Cont. 0- 0- 0 11- 1- 0 G -N 0.26 556 T This truss must be installed or 120.0" 0- 0- 0 11- 1- 0 N -F 0.35 1540 C as shown. It cannot be F -D 0.79 1673 T installed upside-down. psf-Ld Dead Live E -D 0.14 630 C Max comp, force 1831 Lbs TC 15.0 40.0 E -D 0.14 630 C Max tens. force 3330 Lbs BC 5.0 0.0 Connector Plate Fabrication TC+BC 20.0 40.0 TL Defl -0.17" in I -8 L/757 Tolerance = 10% Total 60.0 Spacing 24.0" LL Defl -0.10" in I -H L/999 This truss is designed for a Lumber Duration Factor 1.00 Shear // Grain in L -M 0.32 creep factor of 1.5 which Plate Duration Factor 1.00 is used to calculate total Fb Fc Ft Emin Plates for each ply each face. load deflection. TC 1.00 1.00 1.00 1.00 Plate - MT20 20 Ga, Gross Area BC 1.00 1.00 1.00 1.00 Plate - MT28 20 Ga, Gross Area Plate - MS18 18 Ga, Gross Area Total Load Reactions (Lbs) Jt Type Plt Size X Y JSI Jt Down Uplift Horiz- A MT20 5.Ox 8.0 1.0 0.5 0.77 A 1169 K MT20 6.Ox 6.0 Ctr Ctr 0.75 E 1157 L MT20 2.Ox 4.0-0.2 0.5 0.33 M MT20 4.Ox 5.0 0.5 0.5 0.24 Jt Brg Size Required N MT20 4.Ox 5.0 Ctr 0.5 0.92 ,,��(��#�, E 3.5" 1.5" C MT20 1.Ox 3.0 Ctr Ctr 0.33 %%0%\,\\;) , 0 7RF/1�/I,I J MT20 4.Ox 8.0 Ctr 0.5 0.77 % y LC# 1 Girder Loading I MT20 3.Ox 5.0-1.0 Ctr 0.82 `�`,Q�••••\Ci•E•N,,••'9A.... Dur Fctrs - Lbr 1.00 Plt 1.00 H MT20 1.Ox 3.0 Ctr Ctr 0.33 •• plf - Dead Live* From To G MT20 3.Ox 3.0 Ctr Ctr 0.88 N 0 5 8 1 2 TC V 60 140 -0.1' 11.0' F MT20 4.Ox 8.0 Ctr 0.5 0.81 e • • BC V 10 0 -0.1' 11.0' E MT20 2.Ox 4.0 Ctr 0.5 0.34 + * i Plus 2 Unbalanced Load Cases REVIEWED BY: • • ,' _� Plus 1 LL Load Case(s) MiTek USA, Inc. •• Plus 1 DL Load Case(s) 6904 Parke East Blvd. i '• 4 40 - •• 1(/ Tampa, FL 33610 -Q / • 4/• Membr CSI P Lbs Axl-CSI-Bnd •• Top Chords REFER TO ONLINE PLUS GENERAL ,��j :,.44, 0 P•'`�`�� A -K 0.27 724 C 0.01 0.26 ADDITIONALSPECIFICATIONS.FICATIONS. ,,s / •, A1-�\0%`` S �•••�� K -L 0.32 1831 C 0.03 0.29 /I/1�,�('�111\� K -L 0.35 1831 C 0.03 0.32 NOTES: L -M 0.32 1831 C 0.03 0.29 Trusses Manufactured by: Philip J.O'Regan PE No.58126 L -M 0.35 1831 C 0.03 0.32 RIDGWAY ROOF TRUSS MITek USA,Inc.FL Cert 6634 M -N 0.37 1665 C 0.03 0.34 Analysis Conforms To: 6904 Parke East Blvd.Tampa FL 33610 M -N 0.41 1665 C 0.03 0.38 FSC2014 Date: N -D 0.21 776 C 0.01 0.20 TPI 2007 Online Plus'.0 Copyright MITek®1986-2016 Version 30.0.049 Engineering•Pared 302016 3:4920 PM Page 1 March 4,2016 '' -1 i%\l`J j'lJ, CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS �J S\ 1200 Sandpiper lane Atlantic Beach.FL 322334318 o TELEPHONE:(904)247-5834 FAX:(904)247-5843 www.coab.us �Ji31>r CONTRACTOR: DATE: 2-16-16 Styles Construction,Inc. PERMIT# 16-RADD-293 1537 Penman Rd. ADDRESS: 1067 Beach Ave. Jacksonville Beach,FL 32250 Atlantic Beach,FL 32233 email:darrel14131(tibellsouth.net PERMIT APPLICATION FOR ADDITION Your permit application has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) **Provide construction site management plan, including location of dumpster and portable toilet. **Provide drainage plans showing site topography(flow arrows,etc.) **Provide erosion and sediment control plans with installation details. **Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). **A Revocable Encroachment Permit must be obtained if sidewalk is not concrete. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) **All concrete driveway aprons must be 5"thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. **Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. **All silt must remain on-site during construction. **If on-site storage is required,a post construction topographic survey documenting proper construction will be required. **Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal, Realco, Republic Services,Shappel's and Sunshine Recycling.) **Full right-of-way restoration, including sod, is required. cc: Toni Gindlesperger,Bldg. Dept. oLlv.trir, . City of Atlantic Beach Building Department APPLICATION NUMBER �. vL"y (To be assigned bythe BuildingDepartment.) 800 Seminole Road p s' FFB 0 9 2016a Atlantic Beach, Florida 32233-5441 - /�2) Z /2 Phone(904)247-5826 • Fax(904247-5845 \onisA% E-mail: building-dept@coab.us BY: 1 MINI City web-site: http://www•coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM • Property Address: /4 6 . ;z i e% Ail_ De.artment review required 10621,<74/617.3)--7 q d Yes No Applicant: Planning &7 II Tree Administrator Project: j ► bli A . . . u ii U it litie Public Safety Fire Services Review fee $ 2 Dept Signature 54 Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL ,ATION STATUS Reviewing Department First Review: Approved. ODenied. (Circle one.) Comments: BUILDING PLANNING &ZONING SS'' Reviewed by:�tx`' ` Date: 2/I 6 A& TREE ADMIN. Second Review: DApproved as revised. @Denied. LIC VV RKS�C.l,..J Comments: BLIC UTILITIE�o PUBLIC 9 FETY • Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: 1 2evised 07/27/10 i 1 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: 1067 Beach Ave. Permit Number: Legal Description Parcel# Floor Area of Sq.l''t. Sq.Ft Valuation of Work$ 100,000.00 Proposed Work heated/cooled 3,000 non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Cmolitio)pool/spatwindow/door Use of existing/proposed structure(s)(circle one): Commercial Resident If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A Florida Product Approval# 1723511 , For multiple products use product approval form Describe in detail the type of work to be performed: Rebuild framing,plumbing,a/c,electric,drywall,windows,tile,paint Property Owner Information: Name: Mandarin Em orium Inc. Address: PO Box 330448 City an is eat State_ ,F 32233 Phone 904241-1151 E-Mail or Fax#(Optional) Contractor Information: Company Name:Styles Construction,Inc Qualifying Agent: Darrell G.Smith Address: 1537 Penman Rd. City Jacksonville Beach State FL Zip 32250 Office Phone 904-241-4131 Job Site/Contact Number 545-9107 Fax# State Certification/Registration.# CBCS250269 ,,MP' Architect Name&Phone# Zona Architecture Engineer's Name&Phone# Fee Simple Title Holder Name and Address N/A Bonding Company Name and Address NA Mortgage Lender Name and Address NA 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 laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6,1 months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced i understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this a plicatio•and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied wit her spec!ied or not. The grantin• •permit does not presume to give authority to violate or cancel the provisions ofany other federal,St.e .r local law ;