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331 2nd St 2013 addition CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD j � ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 jilt Application Number . . . . . 13-00002403 Date 4/30/13 Property Address . . . . . . 331 2ND ST Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 49000 ------------------------------------------------------- Application desc 865 SF Addition to rear of dwelling ----------------------------------------------------- Owner Contractor - ------------------------ ----------------------- SLUZEVICH AARON OWNER 331 2ND ST ATLANTIC BEACH FL 322335229 --- Structure Information 000 000 REAR ADDITION 865 SQ FT Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X --------------------------------------------------- Permit . . . . . . RESIDENTIAL ADDITION Additional desc . Permit Fee 295 . 00 Plan Check Fee 147 . 50 Issue Date . . . Valuation 49000 Expiration Date . . 10/27/13 -------------------------------------------------- Special Notes and Comments 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, Shappelle ' s and Waste Management . ) 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. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS PERMIT IS*,& j5'01,N'�WAWU902E G��I'1'I� Y 1 �4�LA� IC�E�C I D THE FLORIDA BUILDING CODES. .� CITY OF ATLANTIC BEACH. I 800 SEMINOLE ROAD J - ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002403 Date 4/30/13 ------------------------------------------------------------ Special Notes and Comments CONTROL COMPANY PRIOR TO C.O. ---------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 4 . 43 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV PRE APP > 3 HRS 25 . 00 STATE DBPR SURCHARGE 4 .43 UTIL REV PRE APP >3 HRS 25 . 00 -------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- - Permit Fee Total 295 . 00 295 . 00 . 00 . 00 Plan Check Total 147 . 50 147 . 50 . 00 . 00 Other Fee Total 108 . 86 108 . 86 . 00 . 00 Grand Total 551 . 36 551 . 36 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH FILE � 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: J-f a✓J -ST�£�T Permit Number: Legal Description Parcel# oor ea o q t• 6(S' non-.Ft Valuation of Work$ °aO` Proposed Work heated/cooled Class of Work(circle one): New A ditio Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial R�eso If an existing structure,is a fire sprinkler system installed? (Circle one): N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: Property Owner Information: pC� �1A&IJ sl,,It we'd ��T is .O Name: Address: Ci .4T&�6o ne 6l,4c ll State AZZip 3 Phone Felf Cot - m 904k- E-Mail or Fax# (Optional) 5Z a Contractor Information: Company Name: ��"�"�CQ 's9�f��-Qualifying Agent: City State Zip Address: Office Phone Job Site/Contact Number Fax# State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address 01 Ae;-- Bonding Company Name and Address Mortgage Lender Name and Address 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 qt the standards of all laws regulating construction in this jurisdiction.. This permit becomes null a permit and that all work will be performed to and work void o work is commenced commenced within six I understand that separate permits muor st be secuconstrucrion edfor Electricalor work is suspWork,Plumbing,Sigended or ns,aWells,Pols I 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 BEFR ENTE RECORDING YOUR NOTICE OF COMI hereb certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type o/Ywork will be complied with whether speci led herein or not. The granting of a permit does not presume to give auth9Kty to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. Signature of Owner Signature of Contract Print Name � J Print Name .................................. ................................................................................................... ..................... ............................. Before ~ Before me 20 this a f 20 13- this Day of Notary Public Notary Public � Revised 10.24.12 i DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: Development Size Habitable Space S S. F, Non-Habitable Impervious area Miscellaneous Information Occupancy Group Type of Construction Number of Stories Zoning District Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions/Comments: ' F1IVED 4rt1r City of Atlantic Beach APPLICATION NUMBER APR Q t 2013 (To be assigned b the Building Department.) Building Department 800 Seminole Road 4� Atlantic Beach, Florida 322.33-5445,Y: _ Phone(904) 247-5826 Fax(904)241-bb4b Date routed: �... 1--P13 •.,,.��,��;- E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 33 f V T; Department review required Yes No Property Address: Building Applicant: /1 �'�' �� Planning &Zoning r Tree Administrator Project: 1-9-41,11177 0A B�Sr �� Public works Public Utilities • Public Safety Fire Services 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 I Reviewing Department First Review: [—]Denied. (Circle one.) Comments: �Approved. BUILDING �p PLANNING &ZONING Reviewed by: Date: i TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. eV V Comments: Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: I Reviewed by: Date: I Revised 07/27/70 ,t-<ECEIVED City of Atlantic Beach APR O 2 2013 APPLICATION NUMBER �a Building Department (To be assigned by the Building Department.) a' 800 Seminole Road BY: /5 — Atlantic Beach, Florida 32233-5445 Phone(904) 247-5826 • Fax(904)247-5845 .- �---�3 . Date routed: E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 331 C>? — m �: Department review required Yes No Building fv Applicant: /� �<� Planning &Zoning +// Tree Administrator Project: AZlyI 776 AJ eaS Public Works Public Utilities Public Safety Fire Services Review fee $_ Dept Signature 4 Receipt Other Agency Review or Permit Required Review or Dateof Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation _ St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: Gam!-c9C� BUILDING PLANNING &ZONING Reviewed by: Date: y TREE ADMIN. Second Review: ❑Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:--I -� FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: jz� Revised 07/27/10 iya,1;�J, City of Atlantic Beach APPLICATION NUMBER ;> Building Department (To be assigned by the Building Department.) 1 ? 800 Seminole Road Atlantic Beach, Florida 32233-5445 1J Phone(904)247-5826 - Fax(904)247-58451-13 e,;` s31ar E-mail: building -dept@coab.us 1 11 Date routed: �� City web-site: http://vvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � Department review required Yes No ov Building Applicant: J` Planning &Zoning Tree Administrator Project: 1-9-j" 1111 770 IV 5� �� Public Works Public Utilities Public Safety Fire Services Review fee $ L" Dept"- mature *.. 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. XDenied. (Circle one.) Comments: BUILDING j CANNING&ZONING — – Rev' wed by: C? Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 6�a � FIRE SERVICES Third Review: 0-Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER To be assigned b the Building Department.) Building Department ( 9 Y 9 800 Seminole Road Atlantic Beach, Florida 32233-5445 /3 Phone(904) 247-5826 Fax(904)247-5845 _ E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3-31 & Department review required Yes No /�e � Building Applicant: At"/qC t� Planning &Zoning Tree Administrator Project: 1T14W1111 TToxJ gas �T Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: P<pproved. ❑Denied. (Circle one.) Comments: BUILDING— PLANNING &ZONING Reviewed by: Date: 7 TREE ADMIN. Second Review: ❑Approved as revised. FIDXd. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 CITY OF ATLANTIC BEACH FILE COPY 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1N�T�C�TION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: ' r� fill 1 2013 14 DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: By STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY.TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE-OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25.000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE. WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. 111. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. 3Z=3-7 9z- D90z ADDRESS PHONE NUMBER AAO" PRINT NAME SIGNATURE DATE Before me this_L!day jare 26!n the county of Duval,State of Florida,has peared herin by himself/herself and affirms that all statements and declarationd accurate. )t'' DEBORAH AMANDA WHITEoun of • :gig MY COMMISSION#EE 057349 Notary Public at Large,State tY $r Qr% EXPIRES:May 21,2015 Rf. Bonded Thru Notary Public Underwriters ❑Personally Known Produced Identification- 72n Notary Signature �� F:/BLDG/0-Builder Affadavit REVISED: 4/16/2009 RPR-1-2013 12:35 FROM:CLERK OF COURTS 904 270 1512 TO:924 Iaq_F2._., .hr �� FILE a NOTICE OF COMMENCEMENT t {rTzi EPaREIRDUPuCATE) M•.iFVR a��.TT�� _ 5 Permit No. 3 d y03 Tax FOHO NO. State of -- County of ! Q To whom It may ecmc9rn: The undorslgned hereby informs you that improvomants wilt bre made to Certain raal property,and In accordencc with SecVcm 7`13 of the Florida Statutes,tho following Information is stated In this NOTICE OF COMMENCEMENT. `` t Legal d03Cfi0oit of property beittg improved: A'5 All Address of proparty being improve: 3 r '2�4 5 � r rw re 3Z z -- CTaneral dciscfiption of improvements: Owner /fir1 /" S L IC-V, Address '33/ ZAe Icil i4le :o %i;,z Owner's lnt>mst in site of the Improvement Fee Simple Titlehotdar(if otlisr than owner) Name Address Dorf rgc1or Address Phone No. Sax No_ __-- Surety Qf any) - - - Addreas^ _ Amount of bond Phone Wo. Fax No_ Name and address of any person making a loan far the constructlon of the improvements_ Nama Address Phone No, Fax No. Name of parson within the State of Florida,other than himself,designated By owner upon whom notices of ether documents may be served= Name Addrm Phone No. Fax No_ In addition to himself.Sumer desionates fhe fol swing parsan to rpe�.-.ive a cnpy of the 1_1ennrk NntlrP a¢prnvtried In Section 793.06(2)(b),Flaltda Statutes.(Fill in at Owner's option)_ Nerr10 Address Phone NO_ 1=ax No. Expiration data of Notice trf Commencement(the expiration date Is one(1)year ftam the date of racy ding unlasa a different date Is specified): A THIS SPACE FOR RECORDER'S USE ONLY OWNER Bfpned: DATE Before ma Hit: L day of 's In iha C11- 6pa Dtnml $fatr.ofR , hes raon,^yap oa d y H . La P_.t/l��K nerals by hlmacff7 aM ft than A s atart:enta and aeclaram"_lie ren p I - are trio and accurate v3 } Doc J.',101 30BO407.OR.EK 15310 Page 2186, Number Puget:1 Reuordod 04/0112613 at 01:08 PIA ao, utft eWLampe, , c.",of �.- P.onnin Fussell CLERK CIRCUIT COUPT DUVAL Mymmme?efcnexpree:� COUNTY t S,monetN Knows or Produced Ideritificaiiad ,RE.COOR,QING$10.00 i PLOT PLAN PjYj LOT 8, EXCEPT THE SOUTH 10 FEET, BLOCK 4, SUBDIVISION "A" ATLANTIC BEACH AS R i PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, I I1 1 LOT 5 I LOT T �i Ii LOT 9 I - 1 1 2�IR�OZN _ I ( 50.00' FIELD ) i PIPE./�-_--- 1/27 IRON 50.00 0 0.5' (150.00') PIPE. CM 00.9 5'CIWN UNK FENCE i' 3gs, 1 I I � IN LOT 8 r IIIx 7.000 SO. F(•TOTAL VIOUS Cl AREA A � 3,523 SO. FT.IMPER ` COVERAGE 5O O s.7 m 1 I PROPOSED bL ADDITION A/C PAD O A I LOT 6 2e3 P 11 10 P •our LOT '0 o.z' 5.4 I > 0 o o " > 1-STORY BLOCK x 0 6 N RESIDENCE No.331 -4 �•GNAW UNK FENCE 5.7 1 5•W000 FENCE 0 I O 0 ICK PA R j I I�R5 O 0' X £ V, I 5000 O°d� ,5°=°'0' FIELD 0 ry 1 �. -- h 50.06' FIELD ) ��2"IRON 00j ( %TL, -- __ 10 FEET c __ --- G -- FO N,CAP o SOUTH 8 -_ PIPE, o __ -- LINE PER PIAT fel NORTH RIGHT OF WAY E E S E C 0 N. RD T OF WAY (PAVED) NOTES THIS IS A BOUNDARY SURVEY. 1p zp 40 ANGLES AS PER FIELD SURVEY. Q NO BUILDING RESTRICTION LINES PER PLAT. SCALE: 1" = 20' NORTH IS APPROXIMATE. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA BOUNDARY SURVEY RECHECK - FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." MARCH 8, 2013 FLORIDA LIC. SURVEYING k MAPPING BUSINESS No. LB 3672 CHECKED 6Y: BOATMIGHT LAND SURVEYORS, INC. oATE: DRAWN BY: SWC MAY 16, 2000 FILE: 2013-0164 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1 Y000-0354 ILE COPY rYs-;xwaw- PO#: K. rwN.�.vvn x ar Job Name:SOULZEVICH F -1 Job Address: Quote# 2823266 Ship Date:03/21/2013 Sales Person:Tom Frederickson RPM LUMBER ShipTo: RPM WOOD PRODUCTS INC Customer LEXSIENA GROUP Account#:011307-1 Account# 86289 PAGES DAIRY ROAD YULEE,FL 32097 Phone#(904)225-5633 Fax#(904)225-0888 Phone# Fax# Line# Item Description Quantity Line Pricing 1.1 DH460 VINYL DH 460 Ordered:3 Sell Price Ext Price $366.80 $1,100.40 Configuration:3052 IF W/LEH IG G 111 D1 Location:MASTER,BEDROOM Size:35.50W x 61.50H(size code:3052) Configuration:Equal Lite Nominal size code:3052 Frame color:White Frame type:Integral Fin Outboard color.PPG SolarBan 60 LowE Inboard color Clear Glass type:7/8"IG(1/8 Ann-518 air-1/8 Ann) Argon gas:Yes Colonial style:No Colonial What kind:Sweep Latch How many locks:Two Locks e. Screen type:18x16 Charcoal Outboard Top:PPG SolarBan 60 LowE Inboard Top:Clear Outboard Bottom:PPG SolarBan 60 LowE Inboard Bottom:Clear Top:7/8"IG(1/8 Ann-5/8 air-1/8 Ann) Bottom:7/8"IG(1/8 Ann-5/8 air-1/8 Ann) Calculated+:50.00 Calculated-:50.00 Certification#:190-799 Actual DLO width::35.50 Actual DLO height::61.50 Custom Size DLO Width:0 Custom Size DLO Height:0 Full or Half Screen:Full Screen Label:Ll-Factor 0.31 Label:SHGC:0.28 Label:VT:0.52 COG:VT(use for Turtle Code):0.72 Energy Star.SC,NC 2.1 DH460 VINYL DH 460 Ordered:2 Sell Price Ext Price $500.25 $1,000.50 Configuration:4040 IF W/LEHOTIG G 1/1 D1 Location:MASTER BATH Size:47-50W x 47.50H(size code:4040) Configuration:Equal Lite Nominal size code:4040 Frame color:White Frame type:Integral Fin Outboard color:PPG SolarBan 60 LowE Inboard color Obscure Glass type:7/8"IG(1/8 Tmp-5/8 air-1/8 Tmp) Argon gas:Yes Colonial style:No Colonial What kind:Sweep Latch How many locks:Two Locks Screen type:18x16 Charcoal Outboard Top:PPG SolarBan 60 LowE Inboard Top:Obscure Outboard Bottom:PPG SolarBan 60 LowE Inboard Bottom:Obscure Top:7/8"IG(1/8 Tmp-518 air-1/8 Tmp) Bottom:7/8"IG(1/8 Tmp-5/8 air-118 Tmp) Calculated+:50.00 Calculated-:50.00 Certification#:190-799 Actual DLO width::47.50 Actual DLO height::47.50 Custom Size DLO Width:0 Custom Size DLO Height:0 Full.or Half Screen:Full Screen Label:U-Factor 0.31 Label:SHGC:028 Label:VT:0.52 COG:VT(use for Turtle Code):0.72 Energy Star:SC,NC Quote# 2823266 Print Date 3/5/2013 Page 1 of 2 t i k � f 0 t.� b 0 a x � n, 0 ,o �9 c --• o .�„ J i w � a O °' o n. A �} F a) O a c., > Nj I� % -n - = C o a •°� � : A cn '� � ap c Ln o b o CZ IS o 3 o 3 Q cn cn V, Q O cn T U Q [T. Q Q C' Q W N ri vi N ri -,T Ln U U R 61 Y 7 s., ) � 4 � \ � 2 \ � j .. . � . � \ v % 3 � \ � % $ • § w § $ a � ; § # � 3 � % z k § � a � ¢ ,g u o 2 / � q u \ � � • { § 7 > / c"'. / \ tic= e / � m e = s e s �� 5 ¢ 5 \ @ o \ g 2 ( ) a y e ® R 9 2 ? c £ \ \ m Q 2 \ y 3 2 3 m o 4 » ¥ K = 2 2 & a & ¥ y 2 U « m a 6 6 Q ¢ Q w « « w £ G a 6 a w w « « » _ � \ _ _ / u , w w 0 C O it C7 O tl Q u o Q "CCIO N M V'1 GQ Y•� a� O � 0 N �a a y o C y 4O O M V1 . y wN J 1 J 0 0 a K G J tb C: o 0 y C. G, ro T3 A � o J J � orn Ilk o _ N > 40 o ¢ 2 o.� n. a %, Q F" o o z o � y w go 43 o ¢ r- r. .s °° v ;� J n. o. a N _ w @ O U Sn O y N U �00' _ i. �� i >yl� hoft° Project Summary t: Job: 9 FILE COPY � Date: 4/8/2013 Entire House By: CRAIG EDDY ONE HOUR AIR .,.:e �►.,,� .R,.w: y, ..�. 1198 MAYPORT RD#1.ATLANTIC BEACH,FL 32233 Phone:904-241-3107 Fax:904247-5528 Lkensa:CAC1814420 Project • • For: AARON SLUZEVICH 331 2ND ST,ATLANTIC BEACH, FL 32233 Phone:904- Notes: Desiqn Information Weather: Jacksonville/Craig, FL, US Winter Design Conditions Summer Design Conditions Outside db 35 'F Outside db 91 of Inside db 70 'F Inside db 75 'F Design TD 35 'F Design TD 16 'F Daily range M Relative humidity 50 % Moisture difference 53 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15187 Btuh Structure 12062 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15187 Btuh Use manufacturer's data y Rate/swing multiplier 1,00 Infiltration Equipment sensible load 12062 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2171 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 896 896 Equipment latent load 2171 Btuh Volume(ftp 7168 7168 Air changes/hour 0.61 0.32 Equipment total load 14233 Btuh Equiv.AVF(cfm) 73 38 Req.total capacity at 0.74 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make GOODMAN Make GOODMAN Trade AMANA DISTINCTIONS Trade AMANA DISTINCTIONS Model GSZ130181 Cond GSZ130181 AHRI ref 5358269 Coil ARUF18 AHRI ref 5358269 { Efficiency 0 HSPF Efficiency 15 SEER ; Heating Input Sensible cooling 12893 Btuh 11 Heating output 0 Btuh @ 47-F Latent cooling 4507 Btuh Temperature rise 0 'F Total cooling 17400 Btuh Actual air flow 0 cfm Actual air flow 549 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ! 2013-Apr-0811:46.00 WII hf ofC• Right-Suite®universal 2012 12.1.06 Right J®Mobile Page 1 ...lwstmplacle443B-a9ef-4d7a-ab59.44c585c534b8.rup Calc=MJ8 FrontDoorfaces: S i PLOT PLAN LOT 8, EXCEPT THE SOUTH 10 FEET, BLOCK 4, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, 141AA 4,),) :5/06, LOT _ ," ///t"//�, LOT FILE COPY P T 7 ' I LO � _ dl �,�.q,yp.*,+n}gap..r+k.rp�n,,,rwnia !g"m, �1 n")�O. LOT 9 J `� 'I ( 50 Op' FIELD) itEt _nf 1/V,)s 50.00 -- - /1�'rllllwD t/z' ' 0.3' 150.00) E,No CM y'C/WN UNK FENCE 1 i LOT 8 x m F7.TOTAL LOT AREA ( (C 73 52,000 SO.3 SO, FT.IMPERVIOUS AREA 5.7 ms 50% COVERAGE 0.4' PROPOSED is ADDITION O PAD S O A LOT 6 LOT 10 a-P• 5 7 a •art l Il,O .41 6 0 �o Q '1 Q o r� 7 —STORY BLOCK O m N RESIDENCE No'331 Y O 6 D7 -4 �.C"J U4K Fc 5.7 O N -4 G��F i�� ,( mss. FVEIO �� `LS 0 0.00FIE J `'i 115 0_1 FlEL ) o vwao,io WON p UT 10 FE PIPE• oo _- g PER PLAT (*1 - NOR1H GHT OF WAY LINE --------"- S T R E E T S E C N 40' MG F WAY (PAVED) NOTES THIS 15 A BOUNDARY SURVEY. ANGLES AS PER FIELD SURVEY. J Q 10 20 411No AAl NORTH 1 IS APPROIMNG IATE.N LINES PER PIAT. y✓�G SCALE: 1" = 20' ItM L THE PROPERTY SHOWN HEREON APPEARS TO L 1��0 C ��f� 7" LIE IN FLOOD ZONE "X (AREA OUTSIDE 500 ��/` Z S"/_f YEAR FLOOD PLAIN)AS WELL AS CAN BE ) DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 120075 0001 0, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA BOUNDARY SURVEY RECHECK - FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER.` MARCH 8, 2013 FLORIDA LIC. SURVEYING h MAPPING BUSINESS No. LB 3672 CHECKED 9Y: BOATWRIGHT LAND SURVEYORS INC. °A�` DRAWN BY. SWCMAr 15, s z000 FILE, 2013-0164 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET i OF I 2000-0354 ® Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 130517 - RPM 2ND STREET RENOVATION MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: RPM Lumber Project Name: 2nd Street Renovation Model: Tampa,FL 33610-4115 Lot/Block: Subdivision: Address: 331 2nd Street City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: License#: Address: t City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TPI2007 Design Program: MiTek 20/20 7.3 � Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf Roof Load: 32.0 psf am NWANO This package includes 9 individual, dated Truss Design Drawings and 0 Additional Drawings. 1.+1 M 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 1 T4765987 A01 3/19/013 12 I T4765988 I A02 13/19/0131 W C) 13 I T4765989 I A03 13/19/0131 ,'t joB# 14 IT4765990 IA04 13/19/013 Rewlewed 15 I T4765991 I A05 13/19/013 No exceptions ❑4 Rejected x h Reviewed �3/19/013 � � 2 Exceptions Noted Cl5 information („) � Z 16 IT4765992 IJ02 O � [7 I T4765993 I J04 13/19/013 ®$ Revise&Resubmit ony ' Z 18 I T4765994 I J07 13/19/013 Rc,= 's, a,y ra Q=cawomwx.wpm ma wood rows^- - � Q �9 T4765995 JC09 3/19/013 t°0e°"'n°e d 1or win tw wtoct review does not releve da Cantrector tran rospdrxlbllM. - U w A O A de6gns to wNch the oontreao N reepouDb for cart..y. of trw CoMW Doane te,"to tM eds end W Q V Tric renew does not oo dkw the mems, r ¢ Q operetons of the oonatrucOOn. or ssds! O C -- � Neretnr, Cates Check-_ S; nature: w A G� C The truss drawing(s)referenced above have been prepared by MiTek U Industries, Inc. under my direct supervision based on the parameters `��OPO\J I N provided by TrussMart Bldg Compts, LLC. `�.` �.,.��G E N Truss Design Engineer's Name: Velez, Joaquin g 1 My license renewal date for the state of Florida is February 28,2015. NOTE:The seal on these drawings indicate acceptance of = 9 :x professional engineering responsibility solely for the truss -:0 :.• STATE OF :�41J components shown. The suitability and use of this component Al Q?:•'��: for any particular building is the responsibility of the building R �• designer, per ANSI/TPI-1 Sec. 2. �� NA; FL Cert. 6634 March 19,2013 Velez,Joaquin 1 of 1 ® Lumber design values are in accordance with ANSI[TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek 10 RE: 130517 - RPM 2ND STREET RENOVATION MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: RPM Lumber Project Name: 2nd Street Renovation Model: Tampa,FL 33610-4115 Lot/Block: Subdivision: Address: 331 2nd Street City: Atlantic Beach 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: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf Roof Load: 32.0 psf This package includes 9 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. tSea[_#_ Truss Name Date I1 T4765987 }A01 3/19/013 2 I T4765988 I A02 13/19/013 I 13 I T4765989 I A03 _ 13/19/013 1 SUBMISSION# SOB# - — 14 I T4765990 I A04 13/19/013 1 15 I T4765991 I A05 eview 13/19/013 I � No exce tions 114 Rejected 16 I T4765992 I J02 Reviewed 13/19/013 � ❑2 Exceptions Noted ❑ 5 Onn y"8n°n I7 I T4765993 I J04 13/19/013 1 1:13 Revise&Resubmit I8 I T4765994 I J07 13/19/0131 PWe%%d ony hr gena„Mftr anon wBh m.f>�„arsrtw,o tier.-m 19 1 T4765995 JC09 13/19/013 I co"o-s"° mmennts arw to°""�,">�"*''"'a propct design c—" ratilew dM nct retieva 7a Corgacror from ith thslpm for esign coigns for which Vw conframw is raeoonslWa to IXN71D1'3r"'-f�...,alp_-_ of fhe Umact°ocumem. Ns we aw does not ca•.: oporooru M „.a nr7x there., _ Date:_.S ,Z-7 I L 7 Chocked By: Si nature: The truss drawing(s)referenced above have been prepared by MiTek �� #fill � Industries, Inc. under my direct supervision based on the parameters ��oPQ`•'INVFX i,� provided by TrussMart Bldg Compts, LLC. �G`� �•.•� E N 3�•.? '�� Truss Design Engineer's Name: Velez, Joaquin1"--68182 My license renewal date for the state of Florida is February 28, 2015. = *:• ••' NOTE:The seal on these drawings indicate acceptance of :'o :jZ professional engineering responsibility solely for the truss :•• STATE OF :IIJ components shown. The suitability and use of this component ; T •.'c P.•'� .` for any particular building is the responsibility of the building �'�;�S• R 1•�•••�\�� designer, per ANSI/TPI-1 Sec. 2. ;I/S,ONA;"'—' FL Cert. 6634 March 19,2013 Velez,Joaquin I of 1 ® Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 130517 - RPM 2ND STREET RENOVATION MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: RPM Lumber Project Name: 2nd Street Renovation Model: Tampa,FL 33610-1115 Lot/Block: Subdivision: Address: 331 2nd Street City: Atlantic Beach 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: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf Roof Load: 32.0 psf This package includes 9 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 11 JT4765987. IA013/19/013 12 I T4765988 I A02 13/19/013 13 IT4765989 IA03 13/19/0131 SUBMISSIONAE SOB# -- 14 IT4765990 �A04 13/19/0131 15 IT4765991 A05 13/19/013 11 Noexce tions ❑4 Rejected 16 I T4765992 I J02 13/19/013 1 ❑2 Reviewed Exceptions Noted ❑ cJ lntormation 17 I T4765993 I J04 .13/19/0131 only ❑3 Revise 8 Resubmit 8 T4765994 J07 13/19/013 A�o„y,�> 19 I T4765995 I JC09 13/19/013 1 r�Dxur ne fo,orww w�,th tfb wo11 whdCabd in revlaw door mot resew me Contractor horn responslbgUy,for rraa p omauons in This daeatgns to D ru ooraracbr is responsj*tot coma ana w'In d C«xract Wwments,and for ete safe"I rqurwmer• i!tla reNaw duan rot consider Ms means. B�s5 of ew wor opnraticns c .t:`' ,"Werxaes,Ar- 01 dteretq -.: rty of W programs lnad+.. E CONSMIK INC. Choc};.. "s! nature: The truss drawing(s)referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters %�OP,Qv�N.,VF� ., provided by TrussMart Bldg Compts, LLC. `� �•,•��G E N SF•,•��'�� Truss Design Engineer's Name: Velez, Joaquin 8182 My license renewal date for the state of Florida is February 28, 2015. = *:• ••' = yt NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss ..0�.. STATE OF .: 44J components shown. The suitability and use of this component ; T'•.'c P.• for any particular building is the responsibility of the building �'�;\S • R �•�'• designer, per ANSI/TPI-1 Sec. 2. �,��S;ONA; FL Cert. 6634 March 19,2013 Velez,Joaquin 1 of 1 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek 1 RE: 130517- RPM 2ND STREET RENOVATION MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: RPM Lumber Project Name: 2nd Street Renovation Model: Tampa,FL 336104115 Lot/Block: Subdivision: Address: 331 2nd Street City: Atlantic Beach 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: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: N/A psf Roof Load: 32.0 psf This package includes 9 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 1 T4765987 A01 3/19/013 �2 T4765988 A02 3/19/013 �3 T4765989 A03 3/19/013 �4 f T4765990 A04 13/19/013 5 T4765991 A05 13/19/0131 �6 T4765992 J02 3/19/013 7 T4765993 I J04 13/19/013 1 �8 I T4765994 I J07 13/19/013 �9 I T4765995 I JC09 13/19/0131 The truss drawing(s)referenced above have been prepared by MiTek 01111111111i1 Industries, Inc. under my direct supervision based on the parameters �.%% QV I N VF,--4 i provided by TrussMart Bldg Compts,LLC. ` OP•' �F ' Truss Design Engineer's Name: Velez, Joaquin 8182 My license renewal date for the state of Florida is February 28,2015. v NOTE:The seal on these drawings indicate acceptance of =-o : professional engineering responsibility solely for the truss STATE OF : tv: components shown. The suitability and use of this component ;OT '•.A- for any particular building is the responsibility of the building �'.,�s L 0...... �''•C?\�`� designer, per ANSI/TPI-1 Sec. 2. ��5Ir'ONA FL Cert. 6634 March 19,2013 Velez,Joaquin 1 of 1 lob TNS Truss Type Qty Ply RPM 2ND STREET RENOVATION IW517 A01 Common Truss 2 1 T4765987 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Tue Mar 19 08:46:39 2013 Page. 4-1113 9-8-31448 ID:TzRDcdmDnGQMIVM86G4k1ZygAC9-0YvjjbiZORsMZ8NpSWNgh3iKMidF3ZB6EkDGmzZRFF 45-5 48 5 4S5 23 9 3 28-9-0 3111-0 4$5 4-11-13 1-4-0 Scale=1:50.9 1.00 12 3x4- 04= 3x4= 3x6= 3x6= 2x8 zz 5 17 6 18 7 3 4 16 2x8= 3x6= 1 2 15 198 9 3x6= 201 11 3x4 11 4x12= t4 13 3x4= 3x6= 6x6 MT20H- 12 4x12 = 3x6= PlateOffsetsX —&2-41- 10: 0-2-4 12:0 0-12 0-1 14' 1 0 -8 7-0-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vclefi L/d TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.89 13 >387 240 PLATES GRIP MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -1.51 12-13 >229 180 MT20H 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.47 Horz(TL) 0.21 10 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) _ LUMBER Weight:133 Ib FT=0% - TOP CHORD 2x4 SYP SS BRACING BOT CHORD 2x4 SYP SS TOP CHORD EStructural wood sheathing directly applied or 2-7-13 oc purlins. WEBS 2x4 SP No.3 BOT CHORD ng directly applied or 4-3-1 oc bradng.SLIDER Left 2x4 SP No.2 3-3-11,Right 2x4 SP No.2 3-3-11 ecommends that Stabilizers and required cross bradng be during Wss erection,in accordance with StabilizerREACTIONS (Ib/size) 2=835/0-58 (min 0-1-8),10=835/0-5-8 (min.0-1-8) on uide. Max Horz2=12(LC 7) Max UPIift2=508(LC 6),10=-508(LC 7) Max Grav2=992(LC 2),10=992(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=4514/2195,3-15=-4482/2200,3-4=-4472/2197 4-16=-4920/2289,516=4915/2292, 517=-4361/2080,6-17=-4350/2082,6-18=-4350/2082,7-18=4361/2080,7-19=4915/2292, 8-19=4920/2289,8-9=-4472/2197,9-20=-4482/2200,10-20=4514/2196 BOT CHORD 2-14=2158/4430,13-14=-2471/5121,12-13=2471/5121,10-12=-2158/4430 WEBS 4-14=105/608,513=977/560,6-13=192/493,7-13=-977/560,8-12=105/608 NOTES 1) Unbalanced roof live loads have been considered for this design. ``,��1 2) Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave=oft;Cat.II;Exp ,%N� PQU I N C;End.,GCpi=0.18;MWFRS(directional)and C-C Extenor(2)-1.4-0 to 1-8-0,Intenor(1)1-8-0 to 27-1-0,Exterior(2)27-1-0 to 30-1-0 zone;cantilever left and right exposed,end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber :�� \Ci•E•I •S�. ;Z �i DOL=1.60 plate grip D0L=1.60 3)All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 cast bottom chord live load nonconcurrent with any other live loads. N( 68182 • •� * �_ 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 508 Ib uplift at joint 2 and 508 Ib uplift at joint 10. T F •:X411 7)"Semi-rigid pitchbreaks inducting heels"Member end fixity model was used in the analysis and design of this truss. O LOAD CASE(S) Standard �0S� �ID yin Ai FL Cert. 6634 March 19,2 13 7-s.—Y .RARIMG Verify design parameters rind READ NOTES ON THIS AHD INCLUDED MM2r1REF8RENCBPAGE DID-7473 MWORE USCIn valid for use only with MWTek connectors.Th s design is based only upon parameters shown,and is for an individual building component.cabiity of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shownateral support of individual web members only.Additional temporary bracing to insure stability during construction is the res nsibil a.Additional permanent bracing of the overatl shucture is the res Po frty of theation, uai control,story e,deiv ponsibifiy of the building designer.For general guidance regardingMiTek 4 f1' 9 ery,erection and bracing,consutf ANSI/TPII QuoiAly Cdteda,DSM89 aid BCSI Building Component Irdormo8on Ova"loble from Truss Plate Institute781 N.Lee Street,Suite 312,Alexandria,VA 14. 6904 Parke Fest Bivd.thern Pine SP}lumber rs s�cified,tfie design values xe those effective t��/2013 Cy ALSC Tampa,FL 33610-4115 r Job Truss Truss Type 130517 W Ply RPM 2ND STREET RENOVATION A02 Hip Truss 2 74765988 1 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7-350 s Sep 26 2012 MiTek Industries,Inc. Tue Mar 19 08:46:42 2013 Page -1.4p 4.65 8-93 ID:TzRDcKdmDnGQMIW86G4k1Z 1.4-p q-05 13-0-0 1Fs-9-p + 19-1113 Y9AC9-Q7asMdkSIMExObntUa341Jh7Yaj9ST2doCzttSzZRF 42-13 42-13 242-11 2�"0 42-13 28-� 30-1-0 4-2-13 4F>-5 1� Scale=1:51.8 1.00 12 3x4= 4x4= 4x12= 3x4= i 3x6= 3X6_ W' S 19 6 7 20 'acq�11 1 2 17 3 4 18 8 2x8= 3x6 21 9 10 22 _ � 11 12 1°P 3x4 = Ia 4x12= 16 15 14 3x,1= 3xs= 6x8 MT20H= 44= 13 4x12 = 3x5= Plate _1 X : Lo-" 6 0_1_121 :0- -0 2-4 11:E 0j4 [12;0-0-120-1A 1 :0 LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1 25 CSI DEFL in (lac) Vdefl L/d TCDL 7.0 TC 0.84 Vert(LL) 0.941415 >367 240 PLATES Glop Lumber Increase 1.25 BC 0.57 Vert(TL) -1.58 15 >218 180 MT20 244/790 BCLL 0.0 ' Rep Stress Incr YES MT20H 187/143 BCDL 5.0 Code FRC2010/TP12007 WB 0.29 Horz(TL) 0.20 11 n/a n/a (Matrix) LUMBER Weight:136 ib FT=0% TOP CHORD 2x4 SP N0.21D-Except- BRACING 6-7:2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-5 oc purlins,except BOT CHORD 2x4 SYP SS 2-0-0 oc purlins(2-0-14 Max.):6-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-2-15 oc tracing. SLIDER Left 2x4 SP No.2 3-3-11,Right 2x4 SP No.2 3-3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 2=835/0-5-8 (min.0-1-8),11=835/0-5-8 (min.0-1-8) lastal[ation guide Max Horz2=12(LC 7) Max Uplift2=508(LC 6),11=508(1-C 7) Max Grav2=992(LC 2),11=992(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-4361/2114,3-17=-4329/2118,3-4=-4317/2114,4-18=-4878/2273,518=-4873/2276, 519=4610/2209,6-19=-4599/2210,6-7=-4584/2208,7-20=4606/2213,8-20=-4616/2212, 8 21 4871/2275,9-21=4876/2272,9-10=-4316/2114,10-22=-4328/2118, 11-22=-4360/2113 BOT CHORD 2-16=2076/4274,1516=2494/5170,1415=2157/4590,13-14=2494/5170, 11-13=-2075/4273 WEBS 416=169/661,516=340/277,515=-725/468,7-15=279/269,8-14=721/465, 8-13=343/279,9-13=168/660 • 1 NOTES 1) Unbalanced roof live loads have been considered for this design. `,``� ,O CiEry•N s -. ;Zi 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4,2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=29ft;eave oft;Cat.II;Exly ' C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,1nterior(1)1-8-0 to 27-1-0,Exterior(2)27-1-0 to 30-1-0 N 681 82 i zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _ 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. T F .' 441 iO B) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 6 0 tall by 2-0-0 wide will fit ,�� •' p:•��`` between the bottom chord and any other members. �� 7) Provide mechanical connection(by others)of truss to bpjoint 2 and 508 Ib uplift at joint ISv 11 bearing plate capable of withstanding 508 Ib uplift at ' 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1j/1111111 LOAD CASES) Standard FL Cert. 6634 March 19,2 13 A AdR1�M -Ver f4f de�ryn parametm,"d;2FAD XOTW ON 7HIS.AND IML uTED AAT&!C Design valid for use only with Mitek connectors.This design is based on u Pa R�'ER�B PAGE co pone BBPORS IlSB Applicability of design parameters and proper inc N Pon Parameters shown,and is for a individual building component. is for lateral supporta-Additional of component's responsibility of building designer-not truss designer.Bracing shown of individual web members Doty.gdditional temporary bracing to insure stability during construction is the responsibility,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery erection and bracing,consuM ANSI/TPI7 MiTek- SaMy tetormaXon gvai�able from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandn'aVq�1 OS6 89 rnW bat Buildi�y Component H Southern pine;SP.tumtrer s pec ifred,the design vatues are*horse effective Ob/01 j2O13 by AtSt 6904 Park 3 East Blvd. l d 5 Truss Truss Type Qty Ply RPM 2ND STREET RENOVATION A03 Hip Truss 2 1 130517 T4765989 TRUSSMART BUILDING COMPONENTS, Mkhvay,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Tue Mar 19 08:46:44 2013 Page ID:TzRDcKdmDnGQMIW86G4k1ZygAWi C9-NcmJmigzUfgvxFc76YNkn WHINPiwMswGWS_xzzZRF9 f 1.W 57-12 11-0-0 14 4 8 17-9-0 23-1-4 28 9 0 30 1-0 1-4-0 57-12 6-4-4 3�8 3-" 5-4-4 57-12 1-4-0 Stale=1:51.8 1.00 112 4x4= 4x12— 1.5x4 11 4x12 = 44= 3X6- 3x6= 18 4 5 7 No Ra 8 19 9 US_ 1 2 17 3 3x6= 20 10 771� 3x4 = �6 16 15 14 13 12 3x4 4x12= = 1.5x4 11 44 = 6x8 MT20H= 4x4= 1.5x4 II 4x12 I 5-7-1 11-0-0 14J-8 17 a.n + 23-1 8-9-0 57-1 Plate offsets 0-1- 10: o-� LOADING (psf) SPACING 2-0-0 CSI DEFL in (foe) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,70 Vert(LL) 1.05 14 >329 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -1.77 14 >195 180 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.21 10 n/a n/a I BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:130 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SYP SS*Except- TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc purlins,except 5-7:2x4 SP No.2 2-0-0 oc purlins(2-2-15 max.):5-7. BOT CHORD 2x4 SYP SS BOT CHORD Rigid ceiling directly applied or 4-4-9 oc bracing. WEBS 2x4 SP No.3 [installed iTek recommends that Stabilizers and required cross bracing be SLIDER Left 2x4 SP No.2 3-3-11,Right 2x4 SP No.2 3-3-11 during truss erection,in accordance with Stabilizer s i REACTIONS (lb/size) 2=835/0-5-8 (min.0-1-8),10=835/0-5-8 (min.0-1-8) Max Horz2=12(LC 7) Max Uplifl2=507(LC 6),10=507(LC 7) Max Grav2=992(LC 2),10=992(LC 2) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=4735/2251,3-17=-4702/2253,318=-4698/2253,4-18=-4687/2254,4-5=-5040/2418, 5-6=5120/2477,6-7=5120/2477,7-8=504012418,8-19=X687/2254,9-19=-4698/2253, 9-20=-4702/2253,10-20=4735/2251 BOT CHORD 2-16=2216/4658,1516=2216/4658,14-15=2373/5017,1314=2373/5017, 12-13=-2216/4658,10-12=2216/4658 WEBS 4-15=205/713,514=125/426,7-14=125/426,8-13=205/713 NOTES `�OPQv I N ) Unbalanced roof live bads have been considered for this design %% 2) Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=3.Opsf,h=25ft;B=45ft;L=29R;eave=4ft;Cat.II;Exp`% , �\C•E N S�. •,� i;/ C;End.,GCpi=0.18;MWF RS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,1nterior(1)1-6-0 to 27-1-0,Extehor(2)27-1-0 to 30-1-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber N( 68182 DOL=1.60 plate grip DOL=1.60 * •; 3) Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. ; 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. r � -10 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit F between the bottom chord and any other members. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 507 Ib uplift at joint 2 and 507 Ib uplift at joint �i •' P••\��, 10. �� is'• G �% 8) "Semi-rigid pitchbreaks induding heels"Member end fixity model was used in the analysis and design of this truss. • 9) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard FL Cert. 6634 March 19,2 13 A IAARAITAG Verify design pmw-.,ten,rnd READ NO;rES r?N 7777S dND INCLUDED 1477EdCRi8FBRMWE PAGE AW 7473 BiIWORE USE. Design void for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown B for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilfity of the erector.Addifional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MI lek fabrication,quality,control,storage,delivery,erection and bracing,consult ANSVrM1 QudUy Oftwic,DSB-8f and BCSI Building Component 6904 Parke Fast Blvd. if�Swi �jSFt Lumber is s�laF Institute,Ove 781 N.Lee Sheet,Suite 312 Alexandria,VA J2314. Tampa,FL 33610-4115 d+si`n war Nres e ttwse a4factive 06y01/2033 toy A15C glob • Truss Truss Type Qty Ply RPM 2ND STREET RENOVATION 130517 A04 Hip Truss2 1 T4765990 TRUSSMART BUILDING COMPONENTSMidway,way,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Tue Mar 19 08:46:47 2013 Page 2 47.12 ID:TzRDcKdmDnGQMIW86G4k1ZygAC9-n5O1PKoa7usDXMggH8fF?NP?FbQZ7gJMyUgeYlzZRF 14-0 47-12 44q 1 1 2 28 9-0 30-1-0 54-8 47-12 1-4-0 Scale=1:51.8 1.00 12 3x6 = 3x5= 4x12 = 1.5x4 II 4x12= 3x6_ 15 3 4 16 5 7 1 7 t9 89 3x6= 20 1 2 3x6 3x6 Feg 10 11 � 3x4 - lopY 4x12= 14 13 72 3x4= 4x4= 6x8 MT20H4x4= 4x12= = 9-041 14A-8 19-M 53 8 `5 a 9-0-0 Plate is X 1-1 r10:0-M-0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 1.09 13 >316 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -1.83 13 >188 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.20 10 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) �— Weight:134 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SYP SS TOP CHORD Structural wood sheathing directly applied or 2-5-13 oc purlins,except BOT CHORD 2x4 SYP SS 2-0-0 oc purlins(2-4-4 max.):5-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 43-9 oc bracing. SLIDER Left 2x4 SP No.2 3-3-11,Right 2x4 SP No.2 3-3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=835/0-5-8 (min.0-1-8),10=835/0-5-8 (min.0-1-8) Installation guide Max Horz2=9(LC 7) Max UpIif12=508(1-C 6),10=-508(LC 7) Max Grav2=992(LC 2),10=992(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=-4324/2154,3-15=4292/2158,3-4=-4279/2152,416=5252/2474,5-16=5244/2477, 5-17=5989/2904,6-17=5989/2904,6-18=-5989/2904,7-18=5989/2904,7-19=5244/2477, 8-19=5252/2474,8-9=-4279/2152,9-20=-4292/2158,10-20=-4324/2154 BOT CHORD 2-14=2113/4236,13-14--2438/5226,12-13=2438/5226,10-12=2113/4236 WEBS 4-14=32711264,5-13=465/1084,B-13=-291/194,7-13=-46511084,8-12=-327/1264 NOTES ` 1) Unbalanced roof live loads have been considered for this design. �� v 1 N 2) Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=3.Opsf;h=25ft:B=45ft;L=29ft;eave=oft;Cat.II;Exp %% 0 •' •• ��,�j C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 27-1-0,Exterior(2)27-1-0 to 30-1-0 :�� ,••'�\`'E•N S�••,� ��' zone;cantilever left and right exposed,end vertical left exposed,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 4 N( 68182 3) Provide adequate drainage to prevent water ponding. * :• •; 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .O 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . '. T F . 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 508 Ib uplift at joint 2 and 508 Ib upliftat joint �� •••T O Q' ;�� 10. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,��Sl7 •t\C'J�`% 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard FL Cert. 6634 March 19,2 13 AWARMNG Ver fy dcgm panmutem and READ NOTES ONTWS ARID INCLUDED IOTEKREFEREWE PAGE W1 7373 BEFORE USE. e� Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M Tek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rP11 QuaNy CrIlede,OS549 and BCSI Building Componentsafety 6gp4 Parke Fast Blvd. if ttr trrn pintegygilq l�russ plate Institute,781 N.Lee Street,Surfe 312 Alexandria,VA 2231. A Tampa,FL 33610.4115 iSP)I WecWod.tfie design ghres are thoso eill ve 06(01 2013 bV Job Truss Truss Type Qty ply RPM 2ND STREET RENOVATION 130.517 A05 HIP TRUSS 74765991 _ 2 4 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MTek Industries,Inc. Tue Mar 19 08:46:52 2013 Page NOTES ID:TzRDcKdmDnGQMI W86G4kl ZygAC9-82BeS2sjyRV Wd8Yo4hFQiQ6rfc2gGyP5610PDNhZRF 1 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1235 Ib uplift atjoint 2 and 1235 Ib uplift at joint 11. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)409 Ib down and 253 Ib up at 7-",and 409 Ib down and 253 Ib up at 21-8-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1) Regular.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert-.1-5=-44,5-8=44,8-12=-44,2-11=-10 Concentrated Loads(lb) Vert:17=347(B)5=106(13)8=106(B)14=347(8)20=106(6)21=106(B)22=106(B)23=106(8)24=106(6)25=106(B)26=106(6)28=22(13)29=-22(B)30=22(B) 31=-22(B)32=22(B)33=-22(B)34=22(B) 011111 1111111,f .`N�OP:4 ' EN `` , .•��• • SF•. �� N 68182 �-10� �:• T F �: FL Cert. 6634 March 19,2 13 ®WARMNG Verify deign para weters and READ NOTES ON THIS AND INCLUDED M7EK REFERENCE PAGE N+I 7473 WORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Ml lel erector.Additional permanent bracing of the overall structure is the responsibility of the buiking designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rPtl Quality Criteria,DSB-89 and SCSI Building Componwd 6904 Pa Sdefy Informa8on cava ble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 314. Tampa,Parke 33610-4115 if Southern pine 1 dumber is specifred,rice design+akws are those effective 06 e East Blvd. 01/2013 by ALSO Tampa, .bb Truss Truss Type Qty Ply RPM 2ND STREET RENOVATION 130517 J02 Jack-Open Truss 8 1 74765992 Job Reference(QpWnal) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Tue Mar 19 06:46:53 2013 Page ID:TzRDcKdmDnGQMIW86G4kl ZygAC9-cElOfOtLjkdNFH7_dOmfFee9hobPXVKE1p7zrnyzZRF 11-0 2-10-15 1.4-0 2-10-15 1.00 12 Scale=1:6.2 2 3 1 3x4= 4 Refer to MiTek"TOE-NAIL"Detail for connection to supporting Carrier truss (typ all applicable jacks on this job) �-- -10-15 10-15 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0 21 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 vert(n) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 000 Holz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:13 Ib FT=0% LUMBER BRACING - — TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=39/Mechanical,2=166/0-8-0 (min.0-1-8),4=4/Mechanical Max Horz2=20(LC 7) Max Uplift3=43(LC 7),2=-194(LC 6) Max Grav3=48(LC 2),2=200(LC 2).4=34(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-10,Vutt=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf;BCDL=3.Opsf,h=25ft;B=45ft;L=24ft;eave=oft;Cat.11;Exp C'End.,GCpi=0.18'MWFRS(directional)and C-C Exterior(2)zo�e;cantilever left and right expose�.end vertical 1.ft expose�,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip D0L=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- 3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 Ib uplift at joint 3 and 194 Ib uplift at joint 2. t,111111111111 6) "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� // LOAD CASE(S) Standard ��OPa G!E N N 68182 T F i,40�'S,S //�IIn►�� FL Cert. 6634 March 19,2 13 A`AA.RKAIG Ve"fjy deign parameters and READ NOTES ON TWS AND DYCLUDED JUTBK REFERENCE PAGE/Cf 7473 BEFORE USB }} Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 7 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown d is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillty of theI' erector.Additional permanent bracing of the ovemil structure is the responsibility of the bulking designer.For general guidance regarding M17e kl.. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TM Quality Criteria,1%6-89 and 1ICSI Building Component 6904 Parke East Blvd. if Sauthe .SP�lumtaer is Truss fiedtitihe desWeva taret"wi eAlexa e#active a/vIA013 by ALSO Tampa,FL 33610-4115 Job ��JO�4 ��Ja_c�k=-Open Qty PN RPM 2ND STREET RENOVATION 74765993 130517• ss 8 1 Job Reference(optional) ?RUSSMART BUILDING COMPONENTS,Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc-Tue Mar 19 09:49:04 2013 page t ID:TzRDcKdmDnGOMIW86G4k1ZygAC9-ZwMODj7O6X7P91 VGAUhuAQgiV7ymDvzPH000CCzZQKj 14-0 1 410-15 — 410-15 — _-- i Scale=1:11.6 1.00 12 3x4= 3 4 3x4 = 2 1 4x8 = 3x4= 5 Plate Offsets(X.Y): r2:04-0.0-1-81 4-10-15 LOADING (pst) SPACING 244-0 CSI DEFL in (roc) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.02 2-5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.04 2-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 Na n/a BCDL 5.0 Code FRC2010lrP12007 (Matrix) Weight.22 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 410-15 oc purlins. BOT CHORD 2x4 SP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 3-3-11 REACTIONS (Ib/size) 4=99/Mechanical,2=198/0-5-8 (min.0-1-8),5=24/Mechanical Max Horz 2=29(LC 7) Max Uplift 4=100(1_C 7),2=193(LC 6) Max Grav 4=120(LC 2),2=237(LC 2),5=65(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1) Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;13=45ft;L=24ft eave=oft;Cat.II, Exp C,End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint 4 and 193 Ib uplift at %%% ,1 N �� joint 2. ` Q.Q V F( i., 6) "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. CEN•••, �� LOAD CASE(S) Standard N 68182 O:• T F :�41J FL Cert. 6634 I March 19,2013 0 WARNING Verify design parmnetem and READ NOTES ON THIS AND TNCLUDED W=REFERENCE PAGE AffI-7473 BEFORE ONE Design void for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the MiTek erecta.Additional permanent bracing of the overall structure s the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPil Quality Crawla,DSA-89 and SCSI Building Componerd 6904 Parke East Blvd. Sally InfdmaHon qva bie from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA X1314. Tampa,Parke 3 East Blvd. 15 if iauihern Pine 15a)lumber�z specified,tfie design values are those effective 06/01J2013 by ALK �13051?�- �'��J07� Truss Type Qty Ply RPM 2ND STREET RENOVATION T4765994 Jack-Open Truss 18 1 Job Reference a TRUSSMART BUILDING COMPONENTS,Midi W,GA,31320 7.350 s Sep 26 2012 Mi rek Industries.Inc.Tue Mar 19 09:49:13 2013 Page 1 ID:TzRDcKdmDnGQMIVW6G4kl ZygAC9-oePQ6oEi_IG8kQh?Btt-?2KYDId_xq_CkLH5sOAzZQKa -14-0 7.0-0 140 7-0-0 Scab=1:15.5 1.00 52 4x4= 3 4 7 4x4= 6 2 1 3x8= 3x10 II 5 7-0-0 7-0-0 Plate onsets a Yt: r2:0-3-4.o-0-41 1`2:o-o-6 0-7-81 f2:3-10-1 0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.09 2-5 >883 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.17 2-5 >491 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 Na We BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight 36 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Stnictural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SYP SS 5-5-13 REACTIONS (Ib/size) 4=150/Mechanical,2=252/048-0 (min.0-1-8),5=32/Mechanical Max Hort 2=39(LC 7) Max Uplift 4=150(LC 7),2=230(LC 6) Max Grav 4=182(LC 2),2--301(LC 2),5=91(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf,BCDL=3.Opsf,h=25ft;B=45ft;L=24ft;eave=oft;Cat.II; Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1411-0 to 2-8-5,Exterior(2)24!1-5 to 6-11-4 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 1111111►//�11/ 4) Refer to girder(s)for truss to truss connexons. `. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 Ib uplift at joint 4 and 230 Ib uplift at ,` joint OPQU N � i �. .•'\CENS'• � �. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; .• �, $ LOADCASE(S) Standard Nc 68182 1/1111111�� FL Cert. 6634 March 19,2013 AWARNIM Verify design parameters and READ NINES ON TWIS AND INCLUDED IQTEK REFERENCE PAGE AU 7473 BEFORE USE. o Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an indrvidual building component. Applicability of design parameters and proper incorporation of component's responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibiity of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rPll Qucft Criteria,DSB-89 and BCSI 8ugding Component 6904 Parke Fast Blvd. Sally Into 31— qva' bre from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 336104115 If Sovtfurn pine Sv9VN�mber is specified.the design varies are those elFective 0614]x`2013 by ALSO ADb ' • 4 Truss Truss Type Qty Ply RPM 2ND STREET RENOVATION 130517 JC09 Diagonal Hip Girder 4 1 T4765995 TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350s Sep 26 2012 MTek Industries,Inc. Tue Mar 19 08:46:56 2013 Page ID:TzRDcKdmDnGQMI V486G4kl ZygAC9-OpQ91PvE?f?y6lsZJXJMsGGZQDV?knGhONMdLHZZR 1-1010 41010 1-10-10 4-10-10 - 4-10-10 Scale=1:21.5 NAIL2671 F12 NAILED NAILED NAILED 4x4 11 NAILED 3x4= 12 4 5 11 3 NAILED 4x4= 2 4x12 =10 1 3x4= 13 14 9 8 15 7 NAILED 3x4= 1.5x4 II NAILED 6 NAILED NAILED NAILED 4x4= NAILED 4-10-IQ 5 _. Plate Offsets X 2:0-4-10 0-2-0 4:0-2-0 0-1-12 :0.1-8 0-2-0 4-10.10 410.10 LOADING (psf) SPACING 2-0-0 CSI DEF in (loc) I/deft L/d PLATES GRIP _7 TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.10 8 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) O.t4 7-8 >816 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.37 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:46 Ib FT=D% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. SLIDER Left 2x4 SP No.2 4-6-1 REACTIONS (Ib/size) 7=335/Mechanical,2=292/0-6-0 (min.0-1-8) Max Horz2=38(LC 5) Max Uplift7=251(LC 5),2=299(LC 4) Max Grav7=397(LC 2),2=364(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=1190/706,1 0-1 1=1 1 7817 1 7,3-11=-1169/720,3-12=327/190,4-12=312/185 BOT CHORD 2-13=741/1169,13-14=741/1169,9-14=741/1169,8-9=741/1169,8-1 5=74111169, 7-15=741/1169 WEBS 3-7=860/551 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.Il;Exp 11111111/� C;Encl.,GCpi=0.18;MWFRS(directional),cantilever left and right exposed end vertical left exposed;Lumber DOL=1.60 plate grip X11 I� DOL=1.60 �� QV IN 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OP , , F��. 3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft ,�� ,•,•�\CE IV 5+�. •� ��, between the bottom chord and any other members. �. 4) Refer to girder(s)for truss to truss connections. N( 68182 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 251 Ib uplift at joint 7 and 299 Ib uplift at joint * :• •; 2. _ 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 7)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails. For more details refer to MiTek's ST-TOENAIL Detail 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i •, T F Z LOAD CASE(S) Standard jO ••. Q`.• �� i O -•` \ 1) Regular: rm Load34e45=14 2 60 Plate 2 Vert 1ncase=1.25 Uniform s AL %�\ Concentrated Loads(Ib) //11111111 Vert:10=61(F=30,B=30)11=9(F=5,B=5)12=109(F=-55,B=55)13=35(F=18,B=18)14=9(F=4,B=4)15=28(F=14,B=-14) FL Cert. 6634 March 19,2 13 AkFARMM Veldt!dmt9R Parwweters and iMD NOTES ON nVS AND INCLUDED MIT EK R£FEREWS PAGE 191 7473 HBFORS EISR Design valid for use only with h4Tek connectors.This design B based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown B for literal support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent tracing of the overall structure is the responsibility of the building designer.For general guidance regarding M!Te k fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rPll Quality Criteria,DSB-89 and SCSI Building Component 6964 Parke East Blvd Sally IrdormaSon va' bie from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. tf Southern Pine�SR lumber is specified the 6es4n values are those e4Fective 06J01i2013 by ALSO Tampa,FL 33610-4115 rirL1;� CITY OF ATLANTIC BEACH S, Building Department _ 800 Seminole Road *� ;r Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # /3 —J*)J Property Address: 33 / p?n CJ' Applicant: Q to In S /6 c e Vi C4 Project: dd v �;o ma F. This permit application has been: 0 Approved E:1 Reviewed and the following items need attention: D►.a n S /o isd 5c. r i , i -iS -7 Qi PP ~ y fs .3 v ✓ C iGn CIL- o kc C9G Please re-submit your application application when these items have been completed. Reviewed By: . 1 Date: e7'-z,2 -/ ,3 PLOT PLAN LOT 8, EXCEPT THE SOUTH 10 FEET, BLOCK 4, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC City Of Atlan f is Beach � .r..r..� a.� Planning and Zoning Department This approval verifies compliance with applicable zoning, subdivision and other local land �� development regulations, but does not constitute FILE 1 approval fVhegssuance of permits. Compliance with Florid uilding Code and all other applicable local, State and Federal permitting requirements LOT 9 !must b verified by signature of the City of Atlantic FIELD ) 1 f�'�D' uil O#ieiar for to the issuance of a ( 50.00 , 2 IRON 50.00 1 InC1 ,e flit. FOUND N UK FENCE 6 L PIPE NO CAP 0.9' S'CFW iP90 �g pproved By: ctor -- �- .". s ate: I � LOT S 0 13- tad A x 18 7,000 SQ. FT TOTAL LOT AREA G 523 FT.IMPERVIOUS AREA 3 50� COVERAGE 5.7 m 1 I D.: s PROPOSED ° ADDITION c o P v � LOT 6 ^ � I o' 5.7' 2&7' I LOT 10 m C) 5 1 o nt. O P. o o y 1-STORY BLOCK x' p N RESIDENCE No.331 f "� y CHAIN UNK FENCE 5.7' ze.r I A I 6•WOOD FENCE (d O 0 ICK PAbER 1 = P O W x 0! £ tea'' FIELD G 50.00 a1 _150- -- FIELD ) IRON 0� ( 50.06' FOUND ,2 O PIPE,LB. —� O — FOUND t�C IRON o S orHLOTO 8E � ____— — — PIPE.NO W NORTH RIAY LINE PER PLAT 1*1 RIGHT OF E _--------- S T R E S E C ON D (PAVED) 40' RIGHT OF WAY NOTES THIS IS A BOUNDARY SURVEY. ANGLES AS PER FIELD SURVEY. Q 10 20 40 NO BUILDING RESTRICTION LINES PER PLAT. NORTH IS APPROXIMATE. SCALE: 1" = 20' THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL No. 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND DONN W. BOATWRIGHT, P.S.M. THE ORIGINAL RAISED SEAL OF A FLORIDA BOUNDARY SURVEY RECHECK - FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 LICENSED SURVEYOR AND MAPPER." MARCH 8, 2013 FLORIDA LIC. SURVEYING @ MAPPING BUSINESS No. LB 3672 CHECKED BY: BOATWRIGHT LAND SURVEYORS, INC. DATE: DRAWN BY: SWD MAY 16 z000 FILE: 2013-0164 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET OF 2000-0354 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002403 Date 4/30/13 Property Address . . . . . . 331 2ND ST Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 49000 ---------------------------------------------------------------------------- Application desc 865 SF Addition to rear of dwelling ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SLUZEVICH AARON OWNER 331 2ND ST ATLANTIC BEACH FL 322335229 --- Structure Information 000 000 REAR ADDITION 865 SQ FT Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . 14 FIXTURES Permit Fee . . . . 153 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/27/13 ---------------------------------------------------------------------------- Special Notes and Comments 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, Shappelle ' s and Waste Management . ) 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. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS PERMIT THE FLORIDA BUILDING CODES. J� Yea $N,.,: *� t11 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ,�nvJ!tit Page 2 Application Number . . . . . 13-00002403 Date 4/30/13 ---------------------------------------------------------------------------- Special Notes and Comments CONTROL COMPANY PRIOR TO C.O. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 2 . 30 STATE PLBG DBPR SURCHARGE 2 . 30 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 153 . 00 153 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 60 4 . 60 . 00 . 00 Grand Total 157 . 60 157 . 60 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904)247-5845 ,TOB ADDRESS:_2 3/ d-,v 57-1{E,;7— ljf7-e4 ,71r ,Q��3cf U 33 PERMrr# NEW OR REPLACEMENT INSTALLATION: Project Value$ 8�cry. TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub a2 Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs �— Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory _� Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans) ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** **SJR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.** ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name A/31o,J SCt)ze✓JC/ Phone Number/y -30'1� -Q 916a Plumbing Company 011( rich Office Phone Fax Co. Address: City State Zip License Holder(Print): State Certification/Registration# Notarized Signature of License Holder Befaire, i s v t_ 20 MY COMMISSION is [1957 Sign` NO€ ry t A '•.�p�•�y,,• Bonded hru ota , CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD "J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 JA19 Application Number . . . . . 13-00002403 Date 4/30/13 Property Address . . . . . . 331 2ND ST Application type description RESIDENTIAL ADDITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 49000 ---------------------------------------------------------------------------- Application desc 865 SF Addition to rear of dwelling ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SLUZEVICH AARON OWNER 331 2ND ST ATLANTIC BEACH FL 322335229 --- Structure Information 000 000 REAR ADDITION 865 SQ FT Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 104 .40 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 10/27/13 ---------------------------------------------------------------------------- Special Notes and Comments 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, Shappelle ' s and Waste Management . ) 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. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS PERMIT IS*56ORKIff THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 'r�Ji31�� Page 2 Application Number . . . . . 13-00002403 Date 4/30/13 ---------------------------------------------------------------------------- Special Notes and Comments CONTROL COMPANY PRIOR TO C.O. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 104 .40 104 . 40 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 108 .40 108 . 40 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd,Atlantic Beach,FL 32233 Ph(904)247-5826 Fax(904)247-5845 .SOB ADDRESS: 33/ �' �S%�«i /,7 I'll-'77� , C/7� � 3aPERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK S 7 cO, ' NEW SERVICE ❑ Overhead ❑ Underground ❑J Underground up Pole ❑Residential(Main)Service J0-100 amps 0101-150amps ❑151-200amps ❑ amps #of Meters CCommercial(Main)Service ❑0-100 amps 1110 1-1 50amps ❑151-200amps ❑ amps OCT Service amps Conductor Type Size F--Multi-Family(Main)Service 110-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE 1-7 amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ,71 100 amps ❑150amps C:200amps ❑ amps OCT Service amps ADDITIONS,REMODELS,,8EPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: / 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: `S OTHER ELECTRICAL PROJECTS 0'Swimming Pool ❑ Sign ❑SmokeDetectors_Qty ❑Transformers KVA Ll Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK S REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change 0 O to UG ❑Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true aid correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name /�AQoJ S�c <</ICS Phone Number Electrical Company D(��Jf Office Phone Fax Co. Address: City State Zip License Holder(Print): State Certification/Registration# Notarized Signature of License Holder A4Y HA Sig# -ofj �" Eionoed Thru Notary Public Unoerwr to s