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HomeMy WebLinkAbout123 Kaywood Drr 1 CITY OF SANFORD OCT Y b 2016 BUILDING &FIRE PREVENTION kk_ PERMIT APPLICATION Application No: Documented Construction Value:'$ Q-.-- in 1.1...E C , 13,1 a 44-1 waCL 1bR v t Historic District: YesEj No'Vt--, Parcel ID: 32- ig - 3O - SL-z, - oeoo - 04=. Residential &—Commercial Type of Work: New Addition Alteration Repair Demo Change of Use MoveEl Description of Work: FL. Plan Review Contact Person: Phone: 511 A oZ'et 6 CA Fax: Title: I M A-r- ,A Email: /l t t Ce..!3-60 fo-5 . c-olti.( Property Owner Information / Name t_ r t c — 1 - Phone - 14CZ CAS-7 Street: 1Z '!S Resident of property?': S City, State Zip: S4r-5F:__E tZ A 3ZT`? Contractor Information Name C -F A #bEc.%t" Se_l lt L-M t_LC-Phone: 1-12.-won-2-966 Street: tJtA_3 1'L- 101 Fax: `1-7 344-81e)4 City, State Zip: a-2;S :§(8(o State License No.: C. Li C_ 0 S Z-7 5 Name: Street: City, St, Zip: _ Bonding Company: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE''' FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF 'COMMENCEMENT. MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing; signs,. wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. g FBC 105-3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your perinit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Co` cto gent Date Print C n r._ ` L Print Contractor/Agent's Name sign, ture o -, Late o>+Fia A!1 MI LAR Signatu e MY COMMISSION # FF 891115 `' 2' .we MARUIH MUMMtRkzMYCOMMISSION # FF 994115 Lr Bonded Thm Notary Pud c Urtdmwrlbrs F1.ro ? EXPIRES: May 18, 20 f a, t ;`•' BMW Thru Notary Ptdk Undmmtit m Owner/Agent is Personally Known to Me or Contractor/Agent is ersonally Known to Me or Produced ID X Type ofID EL DriVefS !"iceose Produced ID Type of Dy5U- )CM -$S—cxak-o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Pf Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 1I h UTILITIES: ENGINEERING: FIRE: CONMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: '5r Revised: June 30, 2015 Permit Application CBICONSTRUCTION & DESIGN SERVICES, INC. LTC. # CGC-052756 562 N* Mercantile Place Ste 101 Tax ID # 03-0466419 Port St. Lucie, FL. 34986 Phone: (800) 72779370 /,Phone: (772) 344-1310 /Phone: (954) 537-1478 Fax:(772)344-8104 c konstrilct iot,bellsclwli.net www.cbconstructiortindustries.com Work & Payment Authorization insured] n e S 1( e e DPW), of n-A rw Cn vA• FL ?7 111 Address City State Zip Code hereby represents that he/she/they are the legal owner/s or agent/s for the hereinafter specified property [and or its contents] and hereby authorize and direct CB Construction & Design Services, Inc. to proceed without delay to provide all labor and material required to r air the specified real property, resulting from 1/il f n d i itYZ Q h1 h rn e damage at or to the property or structure commonly known as: Address I FL 32 -1-1 State Zip code The undersigned hereby authorizes and directs their insurance carrier and / or mortgage holder [named below] to: Include the name CB Construction on all insurance drafts and/or Mortgage; draw payments. It is understood and agreed that CB Construction will perform all repair work in a good and workmanlike manner in. accordance with the "Residential Construction Performance Guidelines" published by the National Association of Home Builders. The undersigned hereby understands that he/she /they are not liable for payment of sums in excess of the insurance', settlement draft tendered to CB Construction & Design Services, Inc. or for sums in excess of the approved total estimate provided by CB. Construction unless specified below or with written approval at a later date [except for insurance deductibles]. The undersigned further agrees to endorse assignto CB Construction & Design Services, Inc. .and -ten dersaid-insurance.settlement drafts or draw to to CB Construction Services,'Inc. as produced by their insurance company or mortgage holder. The undersigned also agrees to and understands the General Conditions here and below. Payments from the. appropriate party may be Mailed to: 562 NW Mercantile Place Ste 101, Port St. Lucie, FL. 34986 or to the address listed above in Care Of, CBConstruction and Design Services, Inc. By signing this agreement you are authorizing this contractor to proceed with the scope of work when established, create estimates and negotiate a_settlement on your behalf. All services are included as outlined above. If for any reason you should not proceed with the scope of work after estimates and/or negotiations for settlement of claim have been processed, than you agree to pay CB Construction for Project Management, any time, material, travel, time or any reimbursements associated with performing those tasks up to that point in time. Estimating Services are billed at $125.00 per hour. Other Conditions: Date: ( 9 (V Insured/Owner and/or Authorized Agent D e S 1 i e 0 o t Insured/ Owner and/or Authorized Agent AMeTiCnV 111if41,1-h/ Insurance Company and/oMorkage Holder XTAP morj4rn Chaff. Deductible Amount on Policy 16H32u6126, Policy Number and/or Loan Number CHoil 10 Claim Number In the event that either party is required to enforce this agreement or take any action to collect any sum due hereunder, the prevailing party shall be entitled to recover all reasonable attorneys, fees and cost incurred both at the trial level and on any appeal. while in default, the balance due hereunder shall'bear interest at the rate of 1.5 % per month or the maximum legal rate prevailing. REQUIRED INSPECTION SEQUENCE BUILDING PERMIT Min Max p ection DescrIl tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls j Sheathing - Roof Roof Dry In to Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence i Final Building (®ther) add ress: 12 3 j ELECTRICAL PEk, m[ Min Marx ns ectllon etllon Electric Underground Footer / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final e Min Max Ins ection Deslt:ri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL P.ER V Min Max Inspection Description Mechanical Rough Mechanical Final Inspection Descri tion MinMaxGas Underground Gas Rough Gas Final REVISED: June 2014 6r22/2016 City of Sanford: Directory Directory Email & General Information For General Information and access to all City .Departments call 407.688.5000. City Hall hours: Monday -Thursday 7:oo am - 5:30 pm City Hall Lobby and Utilities Lobby: Friday 8:oo am - i:oo pm If you require immediate assistance while City Hall is closed, please dial the main. number at 407- 688-5000. For Utility Information call 407.688.5-100. Utility Emergency and/or After Hours call 407.688.5119. The physical address for City Hall is: L30o N Park Avenue Sanford, FL 32771 ~ The mailing address for the City of Sanford is: P.O. Box 1788 Sanford, FL 32772-1788 For Police, Fire and Medical Emergencies, dial 9 11. Frequently Called Numbers FUNCTION Sanford City Hall General Information Mayor and City Commission Jeff Triplett, Mayor Art Woodruff, Commissioner, District i EMAIL PHONE NUMBER. Velma Williams, Commissioner, District 2 Randy Jones, Commissioner, District 3 Patty Mahany, Commissioner, District 4 City Clerk's Office Cynthia Porter, City Clerk Email City Manager's Office Norton N. Bonaparte, ,Jr., City Manager Email Tom George, Deputy City Manager Email Bob Turk, Economic Development Andrew Thomas, Sr. Project Mgr., Community DevelopmentEmail Community Development Block Grant (CDBG) 407.688.5000 407.688.5001 Email Email Email Email Email 407.688.5010 407.688.5001 407.688.5015 407.688.51.32 407.688.5132 T ion T-T-Mn, OfAnnn U—.;l •nn goo httpJi vww.sanfordfl.govindex.aspx?page=75 1/3 i\J THIS IN MMA Pf ,EARED Y: Name: Address NOTICE OF COMMENCEMENT NARYi' lf'NE t1Uii Ei JEI7INOLE_ COUNTY CL- ERK OF CIRCUIT COURT & COI' FTROLL-ER BIK 8781. F'.7 1.151 (:lP js) CLERK' S Y 2016104.634. RECORDED 10/111/'201.6 11-2:1.38 AN RECORDING FEES RECORDED BY h,_iev( t State of Florida County of Seminole e Permit Number: 1 ^ Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PRq PERTY: (Le al description of the pro and str address if available t Z" !04 KtP.lr oo 1 C i -!x t?3oi Cis 27 2£ GENERAL DESCRIPTION OF IMPROVEMF 1 Q.K.t. `)c\.wtMo Eri..'Po l 001 i.GLo cr2 1 NTGZZ.o- C1:+w't' IC, OWNE FORMATION: Name: Address: t Z3 ytNd%bvlv` 37--t-7 ) Fee Simple Title Holder (if other than owner) Name:/ /S A:KY CONTRACTOR: Name: C [s Address:_. 56Z N {c.'C1Ar ttti. #1of a(z 5'L+.s c-r Z.l Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.1©©3(1)(b), Florida Statutes. Name: a :JlA4) , i e In addition to himself, Owner Designates 4 of To receive a copy of. the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified)5 r°`O,ytre co WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF e TJ COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,LU FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTe;'Stw,_ t. INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYt\v, BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. w Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true4- to the best of my knowledge and belief. LU Owner' s Signature Owner's Printed Name Florida Statute 713.13(i)(g): `The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." R( 3r--dciCounty Stateofof t The foregoing instrument was acknowledged before me this Flo day of n 1-e Mh r . 20 az UJ by Eric_ \C\ Who is personally known to me QOU CD Name of person making statement y r br~,\/ I-S U LN(-Ae 1-t' ORwhohasproducedidentifioatioAtypeofidentificationproduced: Dg50 5-C;yO MARIAH MILLAR My OMMISSIONOFFSH115 Nola Sig ature o•: EXPIRES: May 18, 2M u,,,. Bonded ThuNotary PWC UndewrRn RECORD COPY A RepairsStructural Dolan Residence 123 Kaywood Drive Sanford, Florida 32771 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER t4_-tom DATE PROJECT SCOPE 1. THE INTENT OF THESE DRAWINGS IS TO REPLACE SEVERAL DAMAGED ROOF TRUSSES AND TO REPAIR/REPLACE DAMAGED ROOF SHEATHING, FASCIA AND A PORTION OF THE WALL TOP PLATE ON THE WEST SIDE OF THE RESIDENCE DUE TO A TREE BRANCH IMPACT IN JUNE 2016. 2. THE STRUCTURAL DAMAGE TO BE REPAIRED/REPLACED WAS LIMITED TO SEVERAL ROOF TRUSSES, 14 L.F. OF FASCIA BOARD A 4 L.F. SECTION OF THE TOP PLATE. STRUCTURAL DAMAGE FROM THR TREE BRANCH IMPACT WAS NOT OBSERVED TO OTHER AREAS OF THE ROOF OF THE RESIDENCE. 3. THE EXTENT OF THE STRUCTURAL DAMAGE DOES NOT MEET THE CODE REQUIREMENTS FOR "SUBSTANTIAL DAMAGE" TO THE BUILDING AS DEFINED IN THE FLORIDA BUILDING CODE 5TH EDITION 2014 (FBC) 2014) CHAPTER 34 OR FOR "SUBSTANTIAL STRUCTURAL DAMAGE" AS DEFINED IN THE FLORIDA EXISTING BUILDING CODE 5TH EDITION 2014 FEBC 2014). 4. THEREFORE, FOR DAMAGE LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE, THE DAMAGED STRUCTURAL ELEMENTS SHALL BE PERMITTED TO BE RESTORED TO THEIR PRE -DAMAGED CONDITION PRIOR TO THE TREE IMPACT. 5. CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS OF THE FOLLOWING CODES AND AMENDMENTS AS ADOPTED BY THE STATE OF FLORIDA: FLORIDA RESIDENTIAL CODE, 5TH EDITION 2014, AND THE FLORIDA EXISTING BUILDING CODE, 5TH EDITION 2014. 6. DESIGN LOAD CRITERIA (ASCE 7-10 & FRC 2014) ROOF DEAD LOAD (SHINGLES K FRAMING) 15 PSF ROOF LIVE LOAD 20 PSF WIND: BASIC WIND SPEED - 3 SEC GUST (ULT) 139 MPH BASIC WIND SPEED - 3 SEC GUST (ASD) 109 MPH RISK CATEGORY II TOPOGRAPHIC FACTOR (Kzt) 1.0 DIRECTIONAL FACTOR (Kd) 0.85 GUST FACTOR 0.85 WIND IMPORTANCE FACTOR (Iw) 1.0 EXPOSURE CATEGORY B" ENCLOSURE CLASSIFICATION ENCLOSED SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE GENERALNOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ACCESSIBILTY PRIOR TO BEGINNING WORK. ANY DISCREPENCIES FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE PRJECT ENGINEER. ANY NECESSARY ADJUSTMENTS SHALL BE MADE PER PROJECT ENGINEER'S WRITTEN DIRECTION. 2. ALL DESIGN CHANGES SHALL BE SUBMITTED IN WRITING FOR REVIEW BY THE PROJECT ENGINEER. 3. ALL WRITTEN DIMENSIONS PER PLAN TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED. 5. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR THE PROPOSED WORK. 7. THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING AUTHORITY, AT THE TIME THE BUILDING PERMIT IS OBTAINED, WHETHER ANY LETTERS OF CONSTRUCTION COMPLIANCE WILL BE REQUESTED FROM THE PROJECT ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER OF ALL SUCH REQUIREMENTS PRIOR TO THE START OF CONSTRUCTION. FOUR DAY ADVANCE NOTICE SHALL BE GIVEN WHEN REQUESTING SITE VISITS NECESSARY AS THE BASIS FOR THE COMPLIANCE LETTER. THE GENERAL CONTRACTOR SHALL PROVIDE COPIES OF ALL THIRD -PARTY TESTING AND INSPECTION REPORTS TO THE PROJECT ENGINEER A MINIMUM OF ONE WEEK PRIOR TO THE DATE THAT THE COMPLIANCE LETTER IS NEEDED. 16 _27 12 DRAWING LIST G0.0 PROJECT SCOPE, GENERAL NOTES & STRUCTURAL NOTES G1.0 SITE PLAN, VICINITY MAP S1.0 PARTIAL ROOF FRAMING PLAN S2.0 SECTION & DETAIL STRUCTURAL NOTES WOOD 1. STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC.) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE FIBER STRESSES OF NO.2 SOUTHERN PINE CONFORMING TO 2005 NDS: SHEAR Fv = 175 PSI BENDING 2X4 Fb = 1,500 PSI BENDING 2x6 Fb = 1,250 PSI BENDING 2x8 Fb = 1,200 PSI BENDING 2x10 Fb = 1,050 PSI BENDING 2x12 Fb = 975 PSI 2. WOOD FRAMING CONNECTORS: ALL CONNECTORS SHALL BE GALVANIZED. CONNECTOR MODEL NUMBERS SHOWN ON PLANS ARE STRONG -TIE CONNECTORS AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. 3. NAILS - COMMON TYPE NAILS PER ASTM F 1667. IF REQUIRED, PRE -DRILL HOLES TO 3/4 OF THE DIAMETER OF THE NAIL SHANK TO PREVENT SPLITTING. 8D 0.131" DIA BY 2-1/2" LONG WITH FYB=100 KSI 10D 0.148" DIA BY 3" LONG WITH FYB= 90 KSI 12D 0.148" DIA BY 3-1/4" LONG WITH FYB= 90 KSI 16D 0.162" DIA BY 3-1/2" LONG WITH FYB= 90 KSI 4. MINIMUM NAILING REQUIREMENTS, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE FLORIDA BUILDING CODE 2014 AND TABLE R602.3(1) OF THE FLORIDA RESIDENTIAL CODE. 5. ROOF SHEATHING - MATCH EXISTING SHEATHING THICKNESS, MIN. 15/32-INCH OSB OR PLYWOOD AND SHALL BE APA RATED STRUCTURAL 1 SHEATHING EXPOSURE 1 WITH A MINIMUM SPAN RATING OF 32/16. ALL SHEATHING SHALL BEAR THE TRADEMARK STAMP "APA, THE ENGINEERED WOOD ASSOCIATION", AND SHALL CONFORM TO STANDARD PS-1 OR PS-2. THE MINIUM SPECIFIC GRAVITY, G, SHALL BE 0.49 AND THE MOISTURE CONTENT SHALL NOT BE GREATER THAN 16% AT THE TIME OF INSTALLATION. 6. MINIMUM ROOF SHEATHING NAILING: A. FASTEN ROOF SHEATHING TO ROOF FRAMING WITH 8D RING SHANK NAILS AT 6" O.C. AT EDGES AND 6" O.C. AT INTERMEDIAT FRAMING. 7. RING SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: A. 0.113 INCH NOMINAL SHANK DIAMETER B. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. a PAOL0.0 gN ®® T TATE OF RYA N PAOLANTON 0 P. U 83082 FLCERT.OFAUTH.NO. 8301 a)- Eg Q L _ O r y_ N N UM LL Q) a Q70 c tea) L - •a) ai LL L o 3 U Oca 3 0 Y L C0 f-0 (-- 0 ZO 0 Z V v! OB #: 07312323 DATE: 10104I201fi 4? 1. Banner Lending. d, 9 rkt. c 723 DfIVB Adn Lakes a, PROJEC 4, Comm unfc3tions - LL Y ?"!.3s.?5 +•;? l=XY=`'-3 . Grace Gmenim ChU.ch T'1i-T; ,. .{ i'Kh Y _.• t " i' t(: T. "I ru; J PI<.tid1' "n o- ! '1r a'+, _) kxdY c.... t; C>t 3 ?e7 ..3 k5'•t4'I i FH ,' CY'. ; Jr.`_?K'ev; '+ - City Homes 0 Tuv-apy at Lake: Mary VICINITY MAP No Scale SCHEMATIC SITE PLAN No Scale NOTE: PROPERTY UNE IS APPROXIMATE AND NOT A SURVEYED PLOT. Project North 05 Project North 0 16-2712 k-DIi4/G SANFORD 0 N Cn U M C Cu a) -a Q-0 o U) m rV '>_ Cu L a 00 Y L Cl) C 4 VJ CL 0att`aoag® m o. 6 2 V) OQ-; \ 0 le CAD: BPV CHECK: RDP JOB 012 0 DATE:: 01042016016 RYAN PAOLANTONIO, P.E. FL# 63082 G1.0 FL. CERT. OF AUTH. NO.8301 REMOVE AND REPLACE 14 LF. OF DAMAGED 2X FASCIA BOARD NEW 2x6 RAFTERS do CEILING JOISTS TO REPLACE DAMAGED HIP JACK TRUSSES TYPICAL NEW 2x4 DBL TOP PLATE ON WALL Project North 21, QPARTIALROOFFRAMINGPLANW Scale: 1/8" = 1'-0" NOTES: 1. PROVIDE SIMPSON LSU26 OR LSSU26 CONNECTORS AT CONNECTIONS BETWEEN EXISTING GIRDER TRUSS, HIP RAFTER & HIP JOIST. 2. PROVIDE (2) SIMPSON H2.5 CONNECTORS, (1) EACH SIDE, AT HIP RAFTER/JOIST CONNECTION TO WALL TOP PLATE AT NW CORNER. i ENS'•%: az 0.63 2,••. RYAFL CERT. NTOFOAUTkib. 83013082 i O ^^'' 4~ W N C U M L LL ca N Q- O U) a) U L o Z3 ( U o U O Y L Cl) u r— m E m JOB #: 01312323 DATE:\ A1 10/ 0412016 sO NEW 1%2' SHEATHING TO REPLACE DAMAGED ROOF SHEATHING SEE SHEETS GO.0 & S1.0) 4) 16d NAIL AT EACH RAFTER TO JOIST CONNECTION REMOVE AND REPLACE 2x FASCIA BOARD SEE PLAN) EXISTING WOOD SHEATHING TO REMAIN 4) 16d .... _. _.. OF NI REMOVE AND REPLACE EXISTING CONNECTORS AS REQ°D EXISTING T T EXIST STUDS T PROVIDE SIMPSON LSU26 CONNEFORS AT RAFTER TO HIP RAFTER CONNECTIONS A SECTION 2.0 Scale: 1" = V-0" B DETAIL o Scale: 1" = T-0" 12 8 F7 NEW SIMPSON H2.5 TIEODOWN FROM CEILING JOIST TO WALL TOP PLATE EXISTING 2x WOOD WALL FRAMING TO REMAIN, U.N.O. NEW 2X6 RAFTER FRAMING (SEE PLAN) NEW 2X6 CEIUNG JOIST (SEE PLAN) PROVIDE SIMPSON LSU26 CONNECTORS AT JOIST TO HIP JOIST CONNECTIONS PLATE SP2 STUD CONNECTORS 1 6 - 2 7 1 2 r L _ O N U) U M TJ ^' ii o NCD fz c LL C L O M 3 V O co Y L Co VJ Q aff3 S i 0.6 TA F OF S• " \ CAD: BPV CHECK: RDP y` s`° °°• G\, JOB#: 01312323 f` I-' °• `` DATE: 10/0412016 RYAN PAOLANTONIO P.E. FL# 63082 S2.0 FL CERT. OF AUTH. NO.8301