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HomeMy WebLinkAbout103 Borada Rd (2)G7 o CITY OF r' MAR Q 9 20 .'SANFuRD� FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: 18- 1 a1 to Documented Construction Value: $ Q 4 v Job Address:! ua­. Eo`c9 (,-� RA Historic District: Yes❑No� Parcel ID: Residential Commercial Type of Work: New[] Addition Alteration Repair 0 Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone:Fax: Title:. Email: t ' _ . J.-}+ `( xs �sc 0)cA Property Owner Information Name J J irl0.r �Q k A �� 1, Phone.--- `L(_A Street: 1 Ulf-) ('��, Resident of pro.perty?.: ^ City, State Zip: 'C�_'n� Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: January 1, 2018 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 permit 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 Name 5-1Z- (_9 ANNETTE M BlANO Notary Public -State of Florida • Commission # GG 170900 My Comm. Expires Jan 16. 2022 Ecrcec :crc_gc Na:icca Notary Assn. Owner/A '01 Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas[-] Roof ❑ Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: IF>UTILITIES: ENGINEERING: FIRE: COMMENTS: ,/� ' x C r?'erl # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: U Revised: January 1, 2018 Permit Application Revision ❑ Response to Commen Permit # l $ 0007 1 1,I LP MAY 0 2 2010 wu City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date i Project Address: U Contact: Ph: LAOFax: Email: r0 -C 4-+T c( Lsal -�1� 1 - C- `' ' Trades encompassed in revision: General description of revision: ^^00 ❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering_ ❑ Fire Prevention ❑ Building ROUTING INFORMATION Approvals zt,r 5• 3(- l(� Building & Fire Prevention Division PLAN REVIEW COMMENTS Application Number: 18-1276 Date: 03/13/18 Project Description: Slab Contact Name: Scott Russell Job Address: 103 Borada Road Contact Email: scottttrussell(a,aol.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. If the slab will have a structure on top, the slab construction has to be designed by an architect or engineer to verify it will be built to handle the wind loads of the structure. Please submit two (2) signed and sealed foundation designs. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival Respectfully, Steve Fiorey, CBO Deputy Building Official M! r 1 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is I 1 responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I. may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. j� I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 a c ,I I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. 1 also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address : � c) ­�:� L Ica A a �Al �__��A i FL do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Form of Identificat (Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 ss ' �I I ; I I _ I j I i �[ 1� •� � I � j_ I I i,%-I"Ll('0 RYCORD COPY ,Aq Ullysiqned by Bradford T ��77 n (Q SS • �rBR�!e�jp •�••�•x.• »' � •a k 2347�2M300.;00.1.1=7F �- �, A®. RO�� r IS Q�' > �j kttA7!(M % z ppl C BWVDA00001 .y� p� {p�.:.. p� 1 i �,p Q•��i r '•`,k� �, cford T Bishop, OV7 :.4 •,0 Y�YQr A06k%�` H �� aqu-Flor /o=T��penonal �• W� N. a U5=lficPr9263rc@YBh40 ai�OyrcQm, ' .. ' '®� Y � � � , � � .�• I y : v q1; r J � ..a w�nu�c �i2078.M.80 i 5 -04.0 Or lip ce V rwrx,vsenaxw^eucmnc ��.. �e�. ��s ��� �' � � � o • �- . '�' `l . � � � � fad � •�; .+� . PW .. 'A 4 F�." 4w 1�r 42 4+ dp r] pd• + 13e P' . 'Lis -its ep tomcp SANFO_RD BUI IN DIVI E ' I �RMII ISSUED SH BE CONSTRUED T E A �lrL ITH THE WORK S TE, CANCEL, AL R O SE REVIEWED FOR CODE COMPLIANCE AS fl PROVISIONS OF TH TEC ICAL CODES, NOR SHALL ISSUANCE OF A PE MIT EV PLANS EXAMINER THE BUILDING OFFICIAL FROM THE EA R REQUIRING A CORRECTION OF ERRORS 'f 3f /8___,, CONSTRUFOpte Inl�, VIOt�TIONS OF THIS ODE Property Address. DATE rroperty Owner: 103 Borada Road Scott and Tina Russell THIS STRUCTURE HAS BEEN DESIGNED TO Sanford, Florida 32773 Pervious vs Impervious: MEET THE FOLLOWING WIND LOAD CRITERIA BASED ON THE FLORIDA BUILDING CODE 6th Site=11,102 SF EDITION 2017 RESIDENTIAL, 2014 NATIONAL Legal Description: Existing Impervious =1,960 SF ELECTRIC CODE LOT 96, Hidden Lake Phase Il, Unit 2 New Impervious = 396 SF ULTIMATE WIND SPEED -139 MPH (3 SEC. Plat Book 25, pages 62-63 Total Impervious = 2,356 SF or 2 1 % GUST, FIG. R301.2(4)) EQUIVALENT NOMINAL as recorded in the public record of 2 1 % Impervious; 79% Pervious WIND SPEED OF 108 MPH. v\LDIn/ Seminole County Existing Area: RISK CATEGORY II Total SF =1,726 SF SANFO D General Project Description: Living SF (A/C) =1,330 SF UNENCLOSED STRUCTURE 0. � 4- Construct a new Covered porch on (no change due to this work) EXPOSURE CATEGORY - B the rear of the existing house AL 4DD _ 1 New Area: HEIGHT AND EXPOSURE ADJNP 240 SF, Covered Porch COEFFICIENT -1.00 (TABLE R301.2(3)15 FEET) LOCATION MAP AND PROJECT INFO RUSSELL PORCH JOB No. E.O.R. BRADFORD T. BISHOP P(407) 622-2477 - F(407) 622-2479 DATE SCALE N.T.SN.T.S 018 . 891 Royalwood Lane P.E. # 51299 REF. DWG Oviedo, Florida 32765 C.O.A. # 8175 SHEET No. A-1 76 CENTERLINE _.. i�a#Rfa% f BpRA � RQAD PLs 437P EDGE DF AVEMENT� CTV 0 WR F!P t' NA IA �4 4 o I Z ;2� I ONE STORY M RESIDENCE' "'I "1 3).6` 0. FCN 4'!4' NO ID (EXISTING BUILDING FOOTPRINT DOES NOT CHANGE DUE TO THIS WORK) flll' � ccp THggyas —DigrtaHYsi9ned'bYBradford•T Bishop DN: ' s7R'rE OF 1p�' 0.9.2342.19200300.106.1.1=7FC c 6RiDr arf' 10000015C366D59DA0000148, �'`.Ssrnu cn=Bradford T Bishop, ou=Flori o=TrustlD personal certificate, a u ; " a- sire email=brad22bec@yahoo.com, o Date: 2018.04.30 18:20:29 -04'0 �.0 o rn� w t c 536 \ 1r \ u L \ \ AREA OF WORK (REAR PORCH) — — V , UTILITY AND DRWCA EASEMENT =10' scALC I' = 30 SIR S 8 9'S2'S4 "iA. 126, 7.'r'CH) WEST IE6. 74'(P) FLAT BOUNDARY _ 7 15 30 6o GRAPHIC SCALE DESCRIPTION OF WORK Legal Description: LOT 96, Hidden Lake Phase II, Unit 2 THE WORK INCLUDED IN THESE Plat Book 25, pages 62-63 DOCUMENTS IS INTENDED TO INCLUDE as recorded in the public record of EVERYTHING REQUIRED TO CONSTRUCT A Seminole County NEW PORCH AT THE REAR OF THE EXISTING HOUSE. SITE PLAN RUSSELL PORCH JOB No. DATE 4/2 018 E.O.R. BRADFORD T. BISHOP P(407) 622-2477 - F(407) 622-2479 SCALE AS NOTED 891 Royalwood Lane P.E. # 51299 REF. DWG Oviedo, Florida 32765 C.O.A. # 8175 SHEET No. A-2 AREA OF WORK T'.04", Digitally signed by Bradford T :��o-��: •uCFNy'F.:� Bishop ' Q DN: STA *TE°a 7 a - --' 0.9.2342.19200300.100.1.1=7F0 0 ..`<c4F 0010000015C366D59DA00001 cn=Bradford T Bishop, ou=Flori a, «.~.w. o=TrustlD personal certificate, k: email=brad22bec@yahoo.com, c=u5 Date: 2018.04.30 18:20:45 -04'01 30'-0" PROPOSED N COVERED PORCH BATH DEN BEDROOM KITCHEN DINING UTILITY/LAUNDRY BEDROOM BATH BEDROOM LIVING GARAGE COVERED PORCH EXISTING PLAN LAYOUT RUSSELL PORCH JOB No. E.O.R. BRADFORD T. BISHOP P(407) 622-2477 - F(407) 622-2479 DATE 4/2 891 Royalwood Lane P.E. # 51299 REF. DWG SCALE NOTT TTO O SCALE Oviedo, Florida 32765 C.O.A. # 8175 SHEET No. A-3 1000001 506613590A00001484, m Aradford T Bishop, ou=Flodda. o—TrustlD personal certihcate.. em 4ar122hec@yahoo.com, C-US Date: 2018.04.30 18,21.01 04'00' EXISTING FRONT ELEVATION NEW CONSTRUCTION IS ON THE REAR OF THE EXISTING HOUSE. FRONT AND SIDES OF HOUSE TO REMAIN AS -IS FOR REFERENCE ONLY I EXTERIOR ELEVATIONS RUSELL PORCH I E.O.R. BRADFORD T. BISHOP 891 Royalwood Lane Oviedo, Florida 32765 P(407) 622-2477 - F(407) 622-2479 P.E. # 51299 C.O.A. # 8175 JOB No. DATE 4/28/2018 SCALE PHOTO REF. DWG SHEET No. A-4 nr►►n rvinTr►rn L-nw r 11 Tu L-IN r L-r uvr r WALL TO REMAIN AS -IS EXISTING REAR ELEVATION NEW PORCH TO MATCH EXISTING FASCIA, SOFFIT AND DRIP EDGE, SLOPE '-4' :12". DEMO EXISTING FASCIA AND ROOFING IN EFFECTED AREA.mrwseecw .�V........, t '.., =a � ��11 �kRartm ,r Digitally signed byBradford T Bishop 0.9.2342.19200300.100.1.1=7F0001 01000001SC366D59DA00001484, cn=Bradford T Bishop, ou=Florida, o=TrustlDpersonalcertificate, email=brad22bec@yahoo.com, M' m Sao c=US Date: 2018.04.3018:21:25-04'00' EXTERIOR ELEVATIONS RUSSELL PORCH JOB No. DATE 4/2 8/2018 E.O.R. BRADFORD T. BISHOP P(407) 622-2477 - F(407) 622-2479 PHOTO 891 Royalwood Lane Oviedo, Florida 32765 P.E. # 51299 C.O.A. # 8175 �DwG SHEET No. A-5 14'-9" 30'-0" L 14'-9" FLOOR PLAN NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS PRIOR TO DEMOLITION. 2. CAP EXISTING ELECTRICAL TO CEILING FANS DURING DEMO AND CONSTRUCTION. NEW PORCH TO HAVE (2) EXTERIOR CEILING FANS. U O^� 00 O 00 zwaQW QQUwx r rq cq 0�0 � U w - O v N CV N (V O V a LINE OF OVERHAjJG ova EXISTING ONE STORY CMU HOUSE x o� as =V O v om� 00 ar A o mom n -_ _ - Lf T--�'u`Ly4 + �yt=-`S•- r•? y - Zqi �.�_Y.�= :.-:�T.;: .:��` '" - _ ,_ `�.�.,,. -_ -• ram, -.=I � �%,..:.., *'t-�iyi�r` _,?-, ,.,..� `T_.- '--r'--•-` � � O - �� _' `_.- r - -- : Z'S•----•; Y_._.�_�7._".-y1�. z a c E it �'y-Ly..- �.i: ..T"' 'rI:,.'4=Try`_`-:"=�I_ -,-`. '-r-`. `.�-._'. % -'r `--`r'A�'_`.'r ,- r-: -�t 0 m dT�.A'_w"r` V] � ... z:`_iJ._ i `:� L;TT �-•.. Lr ;1 -.. ,_y ice.-r`"�Z. � _ _ _ _ _ _ yy w� V H 4x b> § eEw� z w w ra w tiR c4" . Hg-- (� W w ii �QUr�T17�". 3a��#�` ti Q Vl FYy V] un ------------------ N - 00 CANTILEVER AND N " NEW PORCH CHAMFER BEAM END w o a w OVERALL REAR ELEVATION N N CONT. METAL DRIP EDGE o - - _ _ -- - _- - - --- = ErLlot r- iftj O w O x 6x12 PAINTED a �" ro N --- cn - w �� 6x6 PAINTED POST 0 ra 3 0 REAR ELEVATION 1 o 3/16 -1 0 W 00 rn W EXISTING EXISTING WINDOW EXISTING WINDOW WINDOW � z o _w� ., t - 9 o �o=o� o � o a r _ o No q �ryUI, T O m 2 a o o i $ a 'I v ° o s2�=v2 - o OmOoov M 7x. 3 2xg€ 30'-0" .. h 311 3, 14'-9" 14'-9„ x 0 QI a a °Qc W 00 Ym H o � w3H ¢ Q 00 Q z w M CIO iT�� 6x6 SYP. P.T. (3 TOTAL) TOP OF F1 F1 F1 F1 3 a o FOOTINGS TO BE TS1 TS1 12" BELOW GRADE w N N N 4" THICK, 3,000 PSI CONC. ABU66 SLAB FIBER REINFORCED ON _ POST BASE, 6MIL VAPOR BARRIER OVER N a. cn COMPACTED, TERMITE TYP. ALL ~ o TREATED SOIL. 0 o 0 � � jam^ z 0 EXISTING TO a REMAIN AS -IS z F' V cn o ��cn NOTE: CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS. Q �° IT IS THE DESIGN INTENT TO FOR THE NEW PORCH FASCIA, cu SOFFIT AND OVERHANG DIMENSION TO MATCH EXISTING. 0 o ; w oO FOUNDATION SCHEDULE FTG SIZE MARK L x W x D LOCATION REINFORCING REMARKS TOP BARS TS1 CONTxB'x8" BOT BARS (1) #5 CONT TOP BARS F1 24"x 24"x 12" BOT BARS (2) #5 EACH WAY o c 9 0 H o `o F4 s �Q�wg L O u F+1 Oa ry omms� MTS12 RAFTER TO BEAM. �- N (BEND OVER TOP OF a 00 o 0 z s E RAFTER AS NEEDED) oo jl 0 ow MTS12 BEAM TO POST v� �y .� M 119„ (1 AT EACH BEAM) 1,_911 3 z ° ago (MTS12 BEAM ° Q rc TO POST (1 AT y' 1x6 PAINTED CEDAR FASCIA EACH BEAM)N N 6x12 SYP. 6x12 SYP. ° w o a v U 2x6 SYP w LADDER FRAMING @ x6 Ca 24" 0 C. N 24" O.C.. (TYP. } BOTH SIDES) coco CV N � `0 HUS26 OR A35 `� a EACH RAFTER EXISTING TO o a REMAIN AS -IS ro N (2) 2x6 SYP. (PT AGAINST CMU) o ro FASTEN W/ 1/2" DIA. EPDXY OR WEDGE Q S HUC68 ANCHORS @ 24" O.C. HUC68 CONCEALED (OPTIONAL ATTACHMENT- CONCEALED p JOIST HANGER 1/4" DIA. x 6" TAPCONS @ 12" O.C. [PREDRILL]) JOIST HANGER o - W 00 O Digitally sinned by Bradford T Bishoo 920030.1O0001 2 F "e i OOOOOSC000014B4, METAL ROOD PANELS , 4Bradford TBshop, Floada, w, ; _ o _ o Tr t1Dpersonal certficate, a. 6iad4.3018:22:54 4'00' S Minimum slopes for metal roof panels shall comply with the following: Date: 2018.04 30 1822 54 -04 00' frvNyFs _ 1. The minimum slope for lapped, nonsoldered-seam metal roofs without applied lap sealant snai De three units vertical in 12 units horizontal 25 ercent slope). 2. The minimum slope for lapped, nonsoldered-seam metal roofs with applied lap sealant shall be one-half unit vertical in 12 units horizontal (4-percent slope). Lap sealants shall be applied in accordance with the approved manufacturerOs installation instructions. 3. The minimum slope for standing -seam roof systems shall be one -quarter unit vertical in 12 units horizontal (2-percent slope). R905.10.4Attachment. Metal roof panels shall be secured to the supports in accordance with this chapter and the manufacturer0s installation instructions. In the absence of manufacturer's installation instructions, the following fasteners shall be used: 1. Galvanized fasteners shall be used for steel roofs. 2. Copper, brass, bronze, copper alloy and 300-series stainless steel fasteners shall be used for copper roofs. 3. Stainless steel fasteners are acceptable for metal roofs. 4. Aluminum -zinc coated fasteners are acceptable for aluminum -zinc coated roofs. NOTE: IF STANDING SEAM ROOFING IS USED SLOPE INDICATED IS ADEQUATE AT a":12". IF 5-V OR CORRUGATED ROOF PANELS ARE USED INCREASE SLOPE TO 11 12" (TOTAL DROP IS 6") (2) 2x6 SYP LEDGER, PT AGAINST CMU TYPICAL WALL CONSTRUCTION NARRATIVE: EXISTING OVERHANG 4" THK 3,000 PSI CONCRETE, FIBER 12 11/4 REINFORCED ON 6 MIL V.B. ON COMPACTED, TERMITE TREATED SOIL. 3B 6x6 P.T. WOOD POSTS, ABU POST BASE AND MTS12 STRAP AT TOP. 2411 2x6 SYP RAFTERS @ 24" O.C. PORCELAIN MTS12 RAFTER TO PERIMETER BEAM. o MTSM12 RAFTER TO CMU. °° THIN SET �' TILE 2x4 SYP PURLINS @ 24" O.C. CORRUGATED OR 5-V CRIMP ROOF SLOPE,-` PANELS. 411 1' Off BUILDING SECTION RUSSELL PORCH JOB No. DATE 4/28/2018 E.O.R. BRADFORD T. BISHOP P(407) 622-2477 - F(407) 622-2479 SCALE 1/411=1'41 891 Royalwood Lane P.E. # 51299 REF. DWG Oviedo, Florida 32765 C.O.A. # 8175 SHEET No. A-10 OPTIONAL CONT. FLASHING UNDER EXISTING SOFFIT, SET IN CONT. SEALANT BEAD, FASTEN TO CMU PER MANUF. RECOMMENDATION (2) 2x6 SYP LEDGER (PT AGAINST CMU) FASTEN W/ 1/2" DIA. EPDXY OR WEDGE ANCHORS @ 24" O.C. (OPTIONAL ATTACHMENT- 1/4" DIA. x 6" TAPCONS @ 12" O.C. [PREDRILL]) HUS26 EACH RAFTER TO LEDGER 2x6 SYP @ 24" O.C. 2x4 SYP PURLINS AT 24" O.C. EXISTING HOUSE TO REMAIN AS -IS 3.5" Digitally signed by Bradford T Bishop DN: 0.9.2342.19200300.100.1.1=7F00000 10000015C366D59DA00001484, cn=Bradford T Bishop, ou=Florida, o=TrustlD-.personal certificate, ema i I=brad 22 bec@ya hoo.com, c=u5 Date: 2018.04.30 18:23:11-04'00' SMETAL ROOD PANEL ON 2x4 SYP PURLINS @ 24" O.C., RE: FASTENER SCHEDULE. OVER 2x6 SYP RAFTERS @ 24" O.C. CONT. EXPANSION MATERIAL BETWEEN HOUSE AND PORCH FIBER REINF'D SLOPE CONCRETE 6 MIL VAPOR BARRIER OVER COMPACTED, TERMITE TREATED SOIL I WALL SECTION RUSSELL PORCH I E.O.R. BRADFORD T. BISHOP 891 Royalwood Lane Oviedo, Florida 32765 P(407) 622-2477 - F(407) 622-2479 P.E. # 51299 C.O.A. # 8175 JOB No. DATE 4/28/2018 SCALE 3/4"=1'-0' REF. DWG SHEET No. A-11 PURLINS @ 24" O.C, USE MANUF. RECOMMENDED FASTENERS, RE: FASTENER SCHEDULE, OVER 2x6 SYP RAFTERS @ 24" O.C. F- CONT. METAL DRIP EDGE, PAINTED 1 x6 (MATCH EXISTING) MTS12 (RAFTER TO BEAM, BEND OVER TOP OF RAFTER AS NEEDED) 6x12 SYP MTS12 (POST TO BEAM) 6x6 SYP P.T. POST (1) CONT. #5 BARS � --r ABU66 POST BASE 0 6 MIL VAPOR BARRIER OVER bo - o COMPACTED, - TERMITE TREATED SOIL rrrrrrrrtrrrr,trrrr„rr„rrrrrrrrrrr„rrrrrrrrrrrrrrrr FORM F1 FOOTINGS INTO ' SLAB THICKENED EDGE TO INSTALL IN ONE POUR n�... -. � .y wsris 7'�n�';. i Digitally signed by BradfordT `_ Bishop 1,01 : si *p a = --- 0.9.2342.19200300.100.1.1=7F0000 010000015C366D59DA00001484, (2) #5 BARS EACH WAY ` 1 „�_ cn=rustID rdTBnhop,ou=Florida, o=TrusdDpersonal certificate, AT F1 FOOTINGS`', 21-011 -email=brad22bec@yahoo.com, c=U5 Date: 2018.04.30 18:23:28 -04'00' WALL SECTION RUSSELL PORCH JOB No. DATE 4/28/2018 E.O.R. BRADFORD T. BISHOP P(407) 622-2477 - F(407) 622-2479 SCALE 3/4"=1'-0" 891 Royalwood Lane P.E. # 51299 REF. DWG Oviedo, Florida 32765 C.O.A. # 8175 SHEET No. A-12 TYPICAL NAILING SCHEDULE U.N.O. CONNECTION COMMON NAIL NO./SPACING SOLE PLATE TO TRUSS OR BLOCKING 16d 16" OC STUD TO SOLE PLATE, TOE NAIL 8d 4 STUDS TO SOLE PLATE, END NAIL 16d 2 DOUBLE 2x4 STUDS, FACE NAIL 10d 12" OC DOUBLE 3x4 STUDS, FACE NAIL 16d 12" OC DOUBLE TOP PLATES, FACE NAIL 10d 16" OC TOP PLATE LAPS AND INTERSECTIONS 10d 3 TRUSS LAPS OVER WALLS, FACE NAIL 16d 4 BUILT-UP CORNER STUDS 16d 12" OC NAILING SCHEDULE E.O.R. BRADFORD T. BISHOP 891 Royalwood Lane Oviedo, Florida 32765 5z"�r��crasF �s z { W. 512N $ 1, Y.5 bEl'N RFL'fNWN'.4LY BE'frlcF,EL ON ANY FJ ��� P(407) 622-2477 - F(407) 622-2479 P.E. # 51299 C.O.A. # 8175 Digitally signed by Bradford T Bishop DN: 0.9.2342.19200300.100.1.1=7F0000 010000015C366D59DA00001484, en=Bradford T Bishop, ou=Florida, o=TrustlDpersonal certificate, email=brad22bec@yahoo.com, c=US Date: 2018.04.30 18:23:48-04'00' RUSSELL PORCH JOB No. DATE 4/28/2018 REF. DWG SHEET No. A-13 0 0 0 0 0 0 0 0 ZONE CHART ROOF SHEATING NAILING PATTERN ZONE 1: USE 8d RING SHANK NAILS 6" O.C. @ SHEATING EDGES & 12' O.C. INTERMEDIATE. ZONE 2: USE 8d RING SHANK NAILS 6" O.C. ZONE 3: USE 8d RING SHANK NAILS 4" O.C. ROOFVI IL/1I IIYt.I I r%1 1 LI lIV WALL SHEATING NAILING PATTERN USE 8d COMMON NAILS AT PANEL EDGES 6" O.C., INTERMEDIATE 12" O.C. RAFTER/TRUSS LAYOUT Digitally signed by Bradford T Bishop DN: 0.9.2342.19200300.100.1.1=7 F -'t 001000001 SC366059DA00001 cn=Bradford T Bishop, Certificate, c=US Date: 2018.04.3018:24:11 SHEATHING NAILING ZONES RUSSELL PORCH I E.O.R. BRADFORD T. BISHOP 891 Royalwood Lane Oviedo, Florida 32765 P(407) 622-2477 - F(407) 622-2479 P.E. # 51299 C.O.A. # 8175 JOB No. DATE 4/28/2018 SCALE REF. DWG SHEET No. A-14 aa9ufiN.,,, No. 51229 5 "� i, 9TP.TZ OF YIG15 aU:VM[NY APi: !MIY CUN °ICF f+�u YUS'T?ti VFN'FI DCN hWti CYNpN1C. Digitally signed by Bradford T Bishop DN: 0.9.2342.19200300.100.1.1=71`00 00010000015066D59DA00001 484, cn=Bradford T Bishop, ou=Florida, o=TrustlD personal certificate, ema i I=brad 22bec@ya h oo.com, c=US Date: 2018.04.3018:24:27-04'00' Atha QCt i" a `I SEE FOUNDATION SCHEDULE A FOR FOOTING SIZE #5CORNER BAR W/25" a �LM OVERLAP EACH WAY � ad 1 1 A f e ® ". ®f Sa�trO� m FOOTING CORNER DETAIL [[7f] 1 /2"=1'-0" ATYPICAL DETAILS RUSSELL PORCH E.O.R. BRADFORD T. BISHOP 891 Royalwood Lane Oviedo, Florida 32765 JOB No. DATE 4/28/2018 P(407) 622-2477 - F(407) 622-2479 SCALE P.E. # 51299 REF. DWG C.O.A. # 8175 SHEET No. A-15 SURVEY, SKETCH OF BOUNDARY SURVEY COPYRIGHT 8006 F.L.A. SURVEYS CORP, NOT . 01? CONSTRUCTION NOTE, THE INTENT OF THIS SURVEY ti STREET ADDRESSr IS FOR TITLE TRANSFER ONL Y NOT FOR'DESIGN 103 BORADA ROAD THIS SURVEY DOES NOT REFLECT OR NOT FOR FENCE 'CONSTRUCTION SANFORD, FLORIDA DETERMINE OWNERSHIP, FLORIDA' STATUTE 61G17-6,004+ (TW47 SITE BENCHMARKS REQUIRED FOR CONSTRUCTION) THE LINES ON THIS SKETCH DO NOT CONSTITUTE OWNERSHIP. / CENTERLINE _ C50'ROW) BLIRADA READ 72 PLS 3 EDGE OF PAVEMENT-\ T OF WAY Curve number 1 CTV El lRIGH -------------- ® WB C1� \ Radius= 190.96 Delta= 23`2928' FIP I' NO ID Arc= 78.29 WW �^ Tangent= 39.70 9' Chord= 7775 78,77'(M) aq \N Chord Brg. N.77'57152'E.. V COVERED w N.77.58.20 ECM) ENTRY 5. H 14.6' 13.8' ^ \ o N '` � 40.0' LOT 97 o � 6 ONE STORY o ❑ RESIDENCECA zro O3 M W o a 4 I 53,6' � 2 2 LOT 96 •.fyE.. 6'vr 3 6' �. SCALE 1,.' .= 30' 10'PU&DE SJR• 0:4' FCM 4'/4' S 89'52 54'W. 126.73'(M),'; �1 ` NO JD WEST 126.74'(P) r;. PLAT BOUNDARY . PROVIDED BY CLIENT LEGAL DESCRIPTION LOT 96, HIDDEN LAKE PHASE 2, UNIT 2, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, PAGES 62 AND 63, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. PROVIDED BY CLIENT bt�T� 0 7 15 30 60 CERTIFIED TO ZONIN �Z .�_.... GRAPHIC SCALE SCOTT A. AND TINA A. RUSSELL 6/ « 1 LENDIA, INC ' x 38 I NOTE, IF APPLICABLE, FENCES SHOWN MEANDER TITLE MARKETPLACE, LLC ON OR OFF LINES. (APPROX, LOCATION ONLY) FIRST AMERICAN TITLE INSURANCE C17 coo C � }Q S �a (iJ � FOUNDATION/UTILITIES DISCLAIMER NOTE, /� ,gyp FOUNDATION BENEATH THE SURFACE OF THE GROUND T V�0 Ye S 1 c P n HAS NOT BEEN LOCATED. QUALITY CONTROLLED UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED. o1✓YI off room aS E PROVIDED BY COUNTY FLOOD ZONE: X AMANDA HOLMER SIGNATURE DATE 9111106 Y COMMUNITY PANEL 120294-0045 E BY : _ _ DATED: 4-17-95 NOTE, FEMA FLOOD HAZARD MAPPING+ THIS DATE PRODUCT WAS NOT DESIGNED (FLOOD _IGNATED FLOOD HAZARD ZONE AREA.) TO MAKE PRECISE IN/ OUT FLOOD RISK DET£;RMINATIONS. THIS PRODUCT IS NOT.? , SUITABLE FOR ENGINEERING APPLICATIONS AND CANNOT BE USED TO DETERMINE ABSOLUTE DELINEATIONS OF FLOOD BOUNDARIES CALL 1-877-FEMA MAP OR EMAIL NOTE, PROPERTY OWNER SHOULD OBTAIN A MAP SPECIALIST AT WWId..FEMA.ORGiMIT/TSD/FQ-MAPI7.HTM WRITTEN FLOOD ZONE DETERMINATION CERTIFICATION FROM OUR LOCAL PERMITING, PLANNING, AND BUILDING DEPARTMENT PRIOR TO ANY I CERTIFY THAT THIS SURM-Y WAS MADE UNDER MY DIRECTION AND THAT IT MEETS CONSTRUCTION PLANNING AND/OR CONSTRUCTION, THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE NOTE, CODE, PURSUANT TO SECTION 472.0,17, FLORIDA STATUTES. IN COMPLIANCE WITH F.A.C. FIELD 61G17-6,0031 CS> <E> CIF LOCATION OF SURVEY DATE : 9i8io6 EASEMENTS OR RIGHT-OF-WAY OF RECORD, �- OTHER THAN THOSE ON RECORD PLAT, IS BY `'�`� f SIGNATURE DATE 91111066 REQUIRED, THIS INFORMATION MUST BE —" FURNISHED TO THE SURVEYOR AND MAPPER, LELAND F. YSARD, PLS #3859 MARY E. FINSTAD, PSM #5901 CLINTON W. FINSTAD, PLS #2453' GEORGE R. RICHMOND, PLS #2406 DAVID R. YOUNG, PMS #5876 RICHARD SHOUN, PI9#6138 SHEET 1 OF 2 NOT A CERTIFICATION OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. NOT VALID WITHOUT NOT VALID WITHOUT SURVEYOR'S SIGNATURE AND EMBOSSED SEAL SHEET 2 OF 2 SURVEY IS VALID FOR 90 DAYS. PLEASE REFER TO REVERSE SIDE SHEET 2 FOR GENERAL NOTES & ABBREVIATIONS. T A 50 SOUTH BELCHER ROAD, SUITE 113 REVISIONS 33765 F.L.A. SURVEYS CORP. CLEARWATER, FAX 72A 443- 727-447-3545 FAX 727-443-6794 PROFESSIONAL LAND SURVEYORS & MAPPERS -LB 6569 11350 66TH STREET NORTH, SUITE 112 LARGO, FLORIDA 33773 PROJECT NO: DRAWN BY: CS 9/10/06 CHECKED BY: 727-549-1901 FAX 727-842-2712 06-58385 REQUIRED INSPECTION SEQUENCE IE$' "ED"N ]Entsl a o• v M lyll �aY I ns ecdon Descri fllon Footer / Setback Stemwall Foundation / Form Board. Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing— Walls Zc7 Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern a Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building (Other Address 1,14 Min Max. I ns2eetllonn )<Descn°n2 lion Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final. MIlIIIl M IIns ectionn Descri n Plumbing g Underground Plumbing Sewer Plumbing Tub Set Plumbing Final . j�'d7k�s.,�yiy,'��l�F(.d. �y!li1Gll�[11:LC QaVil�! IC E,k61�:Y,�„ Min Max :. Inspection ection DemIr ]EDICIlOIIIl Mechanical Rough Mechanical Final. t 14!1[inn lens ectioan.I<Deseri tnonn Gas Underground Gas Rough Gas Final REVISED: June 2014