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HomeMy WebLinkAbout437 S Scott Ave (4)Job Address: Parcel ID: 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 3 �� .� 0 Application No: �' J ��-- Documented Construction Value: $ �, 0 1437 S. J 0 f4- AK,- Historic District: Yes E NQJ Residential KL Commercial ❑ Type of Work: New 0 Addition 0 Alteration 11 RepairEl Demo ❑ Change of Use D Move 11 Description: of Work: 4A J e- A L I T Plan Review Contact Person: Phone: _(97- -(1, - S-76' Fax: Title: Email: C,, a v< SM : `1 (q 4 7 Property Owner Information Name � �'M ' t-( - -- Phone: L'( 0 7`- q t & - S -7/ 5 Street: q 3 7 C o f / �C Resident of property? ` City, State Zip: J �o 3 a- 7-7 Contractor Information _ Name J K ."m Phone: (-(07- 7(:5— Street: `-(3 7 � C44!��Fax: City, State Zip: M 1� .. E-/,�3.1 7' State License No.: 131 Name: Street: City, St, Zip: Architect/Engineer Information Phone: Fax: F,mail; Bonding Company: AZIA Address: 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 C0MIlV[E4CEMENT. 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 securest for electrical work, plumbing, signs, wells, pools, fnrnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shan be inscribed with the date of application and the code in effect as of that date: 5'b Edition (2014) Florida Building Code \ , Revised. June 30, 2015 Pennit Application ll 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 1 will notify the owner of the property of the requirements of Florida Lien taw, 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 vahte, credit will be applied to your permit fees when the permit is issued_ OWNER'S AMDAViT: f certify that all of the foregoing information is accurate and that all work will be donnco Rce wth aR le lawsrem construction and zoning. SignahaeHof()-1AS-t V Dale Sigwn—o Chador/Ag-t Date L' LS-11o, i Prim Owner/A-eafs Name (& of Notary- of FloriDatc ;; tP, Y' �A •. MICHELLE PARKISON Notary Public- State of Florida " Commission # GG 157861 '-: 10' , My Comm. Expires Nov 5, 2021 Owner/Agent is~ d through Nallbnil Nolary Assn. P Produced ID Type—ofM BELOW IS FOR OFFICE USE ONLY Permits Required: Building 911" Electrical Er Mechanical[] Plumbing5d Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes D No 11 # of Heads APPROVALS: ZONING: S- 50-ly UTILITIES: ENGINEERING: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes El NoEl WASTE WATER BUILDING: f G.28 is COMMENTS: /anti o� %4s /•�d, s..�c./ �,�sLc i-c ru�e.f A• h,a o k% -'AL4 a.l io^ a S s A-.4yr' 00 ^' 'ltir , Revised: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFF[D"IT 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, 1 ATTEST THAT: (Initial to the left of each statement) I 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 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 1 understand that, as an owner -builder, I am the responsible party of record on a permit I understand that 1 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 1 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. 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. I, 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 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. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and 17 zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. A 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 perm 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: Lt J Ica A r � , F-Z- I, � fr'� (."/" S' ^% - J < , do hereby state that 1 am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specifiod above, Date OW V 4.1dentification (Must be Photo ID) 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 REQUIRED INSPECTION SEQUENCE' 1RP;V. / JP, g Min . Max Ilnsec tionn ](Desen'll Ttff®IIIl. Foote, / Setback Stemwall Foundation / Form Board. Survey Slab / 1Vlono Slab Pre our 1/0 Lintel / Tiel Beam / Fill / Down Cell 7�0 Sheathing— Walls Sheathing— Roof Roof Dry In O Frame �c Insulation. Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar / &oo 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: Dun Max. Ilns c llon. Desc rig Lion Electric, Underground Footer / Slab Steel Bond / O Electric Rough T.U.G. Pre -Power Final 7 Electric Final ����'�Y,«�pE.�v(�Oe��u7 i-lm�p,ppa s '•-+"t'�s{�"�T sN r'r"k`Fz' '2� +�,.x.r a s..-. rr ►�»v4.rr .m.3""�`.`"MA�eY`".krtJ+"*.,� MIlIIn Marc Ins2ec Lion Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final — ....J.`L MIln _ Max-, 20 Inspection Descri2ttllon Mechanical Rough Mechanical. Final Min Max rms ecttionn.IDescri ttionn Gas Underground Gas Rough Gas Final R EVIIS E➢ : June 20'14 5/4/2018 SCPA Parcel View: 30-19-31-524-0000-0400 Dav4� Jatresas, CFA sEnmaxi iY, Fx nan,� Parcel Information Property Record Card Parcel: 30-19-31-524-0000-0400 Property Address: 437 SCOTT AVE SANFORD, FL 32771 Parcel 30-19-31-524-0000-0400 Owner(s) SMITH STEVEN W SMITH, LYNN W Property Address 437 SCOTT AVE SANFORD, FL 32771 Mailing Subdivision Name 437 SCOTT AVE SANFORD, FL 32771 FORT MELLON 2ND SEC Tax District S1-SANFORD DOR Use Code Exemptions 01-SINGLE FAMILY 00-HOMESTEAD(2004) + 1 40 cn � LO r N' 4 Ln N G , 1 a 2 N N `O 135 135 6, r _q 1 135 - Seminole County GIS - Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $169,690 $156,735 EXFT Value $4 $4�� =Depreciated Land Value (Market) $51,449 ,._....... ... $45,396 . . Land Value Ag Just/Market Value " $221,143 $202,135 Portability Adj Save Our Homes Adj $67,070 --� $51,231 Amendment 1 Adj - $0 Assessed Value $154,073 $150,904 Tax Amount without SOH: $3,061.00 2017 Tax Bill Amount $2,085.00 Tax Estimator Save Our Homes Savings: $976.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 40 41 + 42 2ND SEC FORT MELLON PB 4 PG 48 Taxes Taxing Authority Assessment Value j Exempt Values Taxable Value County General Fund t $154,073 $50,000 $104,073 Schools i $154,073 $25 000 " $129,073 City Sanford $154,073 , $50,000 $104,073 SJWM(Saint Johns Water Management) County Bonds _ i $154,073 i $154,073 1 $50,000 ` ._ .... .............. l $50,000 $104,073 _ $104,073 j Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 1/1/2003 04710 0378 $117,100 No Improved _. CERTIFICATE OF TITLE 10/1/2002 04542 1421 $100 No Improved QUITCLAIM DEED .......... WARRANTY DEED 1/1/1999 9/1/1988 03584 01998 1310 1080 $100 No $81,500 Yes Improved Improved WARRANTY DEED 10/1/1983 01496 0603 $70,000 Yes Improved WARRANTY DEED 1/1/1972 00945 0273 $35,000 Yes Improved Fifld ComparabOse Sam Land Method Frontage Depth Units Units Price Land Value FRONT FOOT &DEPTH 156.00 ' 135.00 0 $340.00 € $51,449 Building Information http://parceldetai l.scpafl.org/Parcel Detai I lnfo.aspx?PI D=30193152400000400 1 /2 STRUCTURAL NOTES: I. TH15 STRJCTURE H.45 5EEN DESIGNED IN ACCORDANCE WITH THE 6TH EDITCN, F5(__-RE5IDENTI4L,`EX'5TING 20111 :WIND LOAD f 140 MPH) ?. WINDOWS, DOCRS AND GARAGE DOOR5 TO BE DESIG--NED TO MEET FEiC-RESIDENT[ AL/EX ISTING, SECTION R301 3, ALL FLOCK 5LA55 TO 5E 2,500 PSI CONC. FLANT -MIX MIN. 4' THIC< W! 6x6 IO/'O WIRE MESH b MIL POLY. VAPOR E5A1RRiER OVER TERMITE TREATED COMPACTED CLEAN =ILL - FIBER MESH REINFORCEMENT MAY BE USED AS AN ALTERNATE REIN=ORCEMENT. 4. CONCRETE I`145ONRY SHALL MEET CH. 1-3 OF ACI 530/ ASCE 5/ 7`16 402 OR 5LA 5!JILD'NG CODE REQUIREMENTS. 5. MORTAR TO BE TYPE 'M' OR '5', G--ROUT - L,SOO P51 9 28 DAYS. 6. 1­145O'NRY C! EAN CUTS REQUIRED 6 GROUT GREATER THAN 5'-0' IN HE':GHT AND ALL VERTICALS. -I- RE5AR TO 5E 'S'S GRADE 60 -WITH MINIMUM LAP (-' 25'. USE 'L' EARS AT GCRNERS AND USE STANDARD HOOKS AT CHANGE IN DIRECTION l;'TH MINIMUM LAP OF 12'. 8. GYP. 5D. CEILING SHALL 5E INSTALLED PERFENDICULAR TO THE FRAMING AND NA _ED f 1` O C . ;WITH 5d NAILS. GYP. BD. WALL S 5i-;ALL BE NAILED e 8' O.G. WITH 56 NAILS. 9. UPLIFT CONNECTORS TO PROVIDE CON NUY TTFROM ROOF TRUSSES TNRU PLATES ?O SLAB AND FOUNDATION PER ENCLOSED DETAILS, 10. EPDXY ANCHOR ALTERNATIVE: T TREADED ANCHOR ROD5 MAY BE USED IN LIEU OF ANCHOR SCLTS FOR USE AS ELATE ANCHORS OR HURRICANE .ANCHORS. THE FOLLOWING CRITERIA MUST 5E MET: ANGHCR 5IZE - GONG.H.OLE SIZE - MIN. HCLE DEPTH AFTER HOLE 'S DRILLED, ALL CONCRETE DU5T MUST 5E REMOVED FR'GR . EPDXY INSTALLATION. THREADED ROD TO ME MIN. A36 STEEL AND FREE OF DIRT OR GREASE. LOAD ON ROD CANNOT BE "'PF_iCD UNTIL 12 HOURS AFTER INSTALLATION. /2) COMPONENT EPCXI" RESIN MATERIAL TC BE XED FER MPG. DIRECTIONS. 11. SOLD BEARING CAPACITY TO 5E MINIMUM 2000 1`5F. WOOD STRUCTURAL NOTES: I. ALL WOOD TO BE SPECIES, GROUP AND GRADE 45 NOTED 5ELOW. DAMAGED :WOOD NOT TO BE USED. 2. ALL STRUCTURAL LUMBER SHALL BE 8PF (SFR'CE-PINE-FIR) *2 OR BETTER UNLESS OTHERW'5E NOTED. (FER-ENG. TRUSSES EXCLUDED) 3. END JOINT IN STRUCTURAL DOUBLE TOP PLATE TC 5E OFFSET AT _EAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED g 6' O.C. 4. PLYWOOD OR 055 WALL SHEATHING NAIL PATTERN TO BE IOd m 6' O.C. !UNLESS OTHE? 'SE NOTED. 5. NJMBER OF HEADER STUDS AND ADJACENT FULL LENGTH STUDS PER WALL AND HEADER STUD REQUiREM ::ENT SCHEDULE. 6. MAX. I' HOLE DRILLED IN TO EXTERIOR STRJCTUfRAL STUDS- T. DE5L. STUDS a EACH END OF A SHEAR WALL. 8_ WHEN ANCHORING- MULTIPLE IUD. ITEMS TOr;=T_;ER THE LENGTH OF HURRICANE STRAP MUST BE CENTERED. 9. NAIL PATTERN: -DOUBLE PLATE ;2' C.C. OJTS':DE SPLICE ZONE !SEE NOTE 4) -DOUBLE STUDS `2' C.G. -DOUBLE OR TRIPLE HEADER f 6' O.C. f EDGE < 0 12' C.C.'NTER"EDIATE. -HEADER TO STUD f 4' O.G. EACH HEADER MEMBER -STUD TO TOP OR 5OTTCM PLATE: (2) 'rod THRU FLT. OR (2) 16d f EACH SIDE TOE NAILED TO FLIT. 10. ;ROOF SHEATHING-: -SHINGLE ROOF TO BE MIN. _/ICE' 055, NAILED TO ROOF TRUSSES G 5FAED is 24' Or- MAX. WITHOUT 5LGOKING. -TILE ROOF TO BE MIN. 19/32' O55. OR 1/2' GDX PL?'WOOD, NAILED TO ROOF TRUSSES SPACED AT 24' C.G. WITHOUT BLOCKING. -USE Sd RING SHANK NAILS. I'. FLCOR SHEATHING TO 5E MIN. 23/3" PLYWOOD NAILED 9 6' O.C. W/ f8 RING SHANK N4L5 AND L'GUID NAIL ADHESIVE, 12. ALL FLOOR TRU55E5 TO 5E END BLOCKED f BEARING- LOCATIONS. 13. TRU55 5RAC2NG PER TRJSS MANUFACTURE'S DRAWINGS. 14. ALL NAILING 5FECIFIEDTO ESE AFF: IED BY' NAIL GUN OR MANUALLY 15. ALL WOOD IN DIRECT CONTACT 'W/ MASONRY S BALL BE PRESSURE TREATED. J -1 i� c S 3T� CCU -,� �3 G- �;i (/ �r171 SCOPE OF WORK: REMOVE EXISTING WINDOW f 2X8 FRAMED WALL, REPLACE WITH 2O68 DR ADD NEW FRAMED HAL F. BATH ADDITION. F_ RECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAMINER (e' .2z�-lg S-3- �B'NDEX, CAS COVER SHE:: r:���_-� _:��N roc=A. u' FOU N I )A N PLAN n � OO iJ':,i AN '. ^, .fi "MN SM 4 PLAN N Ill �anr- �___rr ,, ,G-� C� jam:; E-y Q MN t L E 0 Y R`CAL [PLAN 07 RCOF FRAMPQ PLAN CAL DE"'AlILS3 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A ICENSE TO PROCEED WITH THE WORK AND NOT AS 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 REVUE ON SlC HEDULE - NO. j GATE ; DESCRIPTION BY" ,A \ I i LJI gufLp� �AgR7TvtE�X BY 04o0-18 DAL ' � BY z IAOHAEL A TFN - PE 475DO (S M 407-72F2= 440FM AI•D RD. U E 9UnS AS " o ORLArDO, R_ 3M o af;oa.00►a �a 1F m E GI c _m -0 3 m m m „m 0� �v C � Q.+ � c - 9 U a i -uW U 9 II �o c .3 (v ) 3 A -w �o n.� ME m c0 Q� ov a u� i LL m Z s w 0 io z j D Vl i 3 4 If ti 0;t._J D ;o Q cE k= O � ( �) 1 m� [ "w � c f L T DATE '04-'05-!5 U X. D ,. SCALE AS NOTED � RU r ! ,p DRA:.N DAL � a I JOe ar!TH d SHEET J OF g S:-cET6 MIE DEMOLMON NOTES I. PJTJ777T E)E:\,OT=6 AREAS TO BE DEICLI&PIED 2. ENTIRE L4016E 6LA5 TO REMAIN A5 15 UNO, GENERAL NOTES ALL D!'IEN5:10NS OF EX15TINC- 5TRjGTUIRE ARE AFIFIR-OXi'lATE- 2. OTHER EXISTING EXTERIOR WALLe, AND W. TO 45 15. 3. ALL 5LI45 TO REMAIN AS ;6, �1101 MC-N 1/4' (iiXil) 1'-0" (22X341) IV. 04-05-18 1DAL Bvh—*g BY- -u TE-- W- 4) WCHAEL A. .6-7 THOMPSON �)- FE 475M Q Pt+ 407-721-2292 -0 Of 4401 VNEAND FQ SLRTe. AC ORANDO, FL 32811 WO�COM u es v 9) Om LFtc Cl) q) U- ci 61 0 E z U- > Lij 0 r 0 U q) D4TE 04-05-18 ks-C SCALE AS NOTED DRAUt DAL Joe 5":I'H SHEET .,_,j Ck� IF 9 SHEETS TIE NEW SLAB TC EXISITNG SLAB 'W/ '5 REBARS 12' FROM EACH END AND 24' O.C. ALONG SLAB EDGE- MINIMUM 9' EMBEDMENT. /4 C2 TIE NEW FOOTING- TO EXiSITNG FCCTNG W/ (2)'S REBARS- MINIMUM 9' EMBEDMENT iN TO EXISTING FOOTING. ALLOW FOR SC' LAP liJ/ CONTINUOUS REB4R OF NEW FOOT NGG. FOUNDATION NOTES I. CONTRACTOR VERIFY ALL DIMENSIONS ON JOB SITE. 4. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM G4LCUL4TED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SL PER — VISOR FOR CLARIFICATION. 5, 1:J4TER HEATER T a P RELIEF VAL'✓` SHALL PvE FULL SIZE TO EXTER'OR. WATER HEATED AT OR .ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR WATER HEATER SHALL HAVE APPROVED THERMAL EXPANSION DEVICE. 6. DENCTES FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4' THICK WITH. 6X6 I0/10 GAUGE REINFORCING- M4T. WIT!-' MIN. 1' CC,/ER TERMITE TREATED SOIL WITH .00&mm f6 mil) POLYETHYLENE VAPOR BARRIER CVER COMPACTED CLEAN FILL. WWF S ALL BE PLACED IN MIDDLE TO UPPER THIRD OF SLAB ANC SUPPORTED ON 4PPRCVED SLAB BOLSTERS. ALTERNATE REINFORCING FIBER MESH REINFORCEMENT. SEE NOTES, SHEET DI. PAVERS MAY BE USED ILO CONCRETE SLABS IN PATIO, PORGH, DRIVE AND W4L<—U4' AREAS. DELETE SLAB IN AREAS PAVERS ARE USED. IN LIEU OF TREATING THE SCiL. AN ALTERNATIVE TO TERMITE TREATED SOIL CAN ESE TERMiCIDE. a. BCRA-CARE TO BE 4PPLlED ON INTERIOR WALLS 14W MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS, PURSUANT TO CH.452 FLCRDA BUILDING- CODE. �._._C/LNE D,"/'T 1 ON11', FL /=%.N' 1/4 P::' 011XI7) 1/2"=1 -0. (22X34)— — ---- —INDIGAT_=X15TiNG- +40U5= TO RF'14'-i AS 15 ml GENERAL NOTE5 I. CONTRACTOR TC vER':FY ALL D'MENSONS ON JO6 SITE. 2. DC NO T Sr-4-=_SRN-15 CON5TR C-ION TO BE FROM CALCULATED DIM T5'CNS ONL`". ANY DISGREFANGIES OR ERRORS TO BE REPORTED PRCMPTLI' TC SUFERVISOR FOR CLARIFICATION, 3. ALL INTERIOR '-R4t-IE WALL DIMENSIONS TO BE 311/1' UNLESS NOTED CT 4ERW 5E. 4. ALL EXTERIOR BLOC< WALL DIMEN51ON5 TO BE z' UNLESS NOTED OTHERWISE. 5.ALL NTERICR CEILINGS TO 1-1,4TCH EXISTING, UNLE56 NCTED OT 4ERUiSE. li /4"=I'-0, C11X1-f> 2'=1'-<J" (22X341/' - ors:1' -'NDIC4TE EXISTING OUSE TO RE("14IN AS IS Tvaow EY P44518 DAL EllTEQ NCBp MCHAEL A. L 07 PE 475M U PFh 407-721-2292 9 44111 V".AFD FV 0 F 9UT6 AB " 0 ON AWOL R. 32U �.` PFO-F DCftA00M N E MQ) 91 c Q. \� 0 ��1 Q� 9j IT LU c LU Q c M L 0 Zl r= O 0. 0 3 - fls ��1 m cD 6)� Q� Om u� D �3 43 LL m d, v sa 61 �) L' z ll_ - /i q o fJ G3 °JCA m0 < i o o -�J pE m M. L �c 91 E 1+ 997 c U° L' m DAB 94-05-18 U� [� 5--4LE 45 NOTED RD Dr4LA DA 0 JOB z. � S+fEET IU; [OF 9 SHEETS E O.IAID IN ORMATIC) — - PER 6TH EDITION, 201" FLORIDA 5JILDING RE5IDENTAIL GOCE DEAD LOADS FLOOR; STRCTURE ----- -- ' -6F CEILINGS ---------._..-- 3 PSF I'1ECH/ELEG-------------- 5 PSF PARTTGNSeF TCTAL --20 P5F ROOF: SHEATH LNG - - - - - - - 5 5--5F STRUCTURE -- P51, CEILINGS --.. _-_----- --- 3 ?5F "TEC;-I/ELEG --- 5 P 5F TCTAL--------------20 PSF FLOOR LIVE L04D5 RESIDENTIAL FLOOR:-------------40 PSF ATTIC WITHCUT 5TORAG-E:----- ...--- .... 10 P5F ATTIC WITH LI'IITED STORAGE: ------ 20 PSF GUARDRAILS d HANDRAILS:-- -._.....200 L55 GUARDRAILS IN-FLL COMP: -------50 PSF SLEEPING ROOMS: -30 PSF RCOM5 OTHER THAN SLEEPING-.:----40 P5F 5T4IR LIVE LOAD:--------40 P5F DECK LIVE LGAC: --40 P5F L2GGFs V . LCAD5 MiN i IU" ROOF LIVE LOAD (P5F) TRIBUTARY LOADED AREA (50. PTJ FOR ANY STRJG T URAL I"EM5ER ROOF SLOPE 0-200 20`:-;000 OVER 6,00 0:12 < 4:12 20 16 12 4:12 < 12:12 16 4 2 12:12 12 12 12 WIND IN=OR^lr4 10N PER 67H EDITION, 201' LORIDA BUILDING RE5I1DENT4'L GCDE E451G WIND SPEED:----140 MPH 2. WIND IMPORTANCE'PAGTCR:--------- N/A ' BUILDING CATEGORY:...--------------8 4. INTERVAL PRESSURE---- +,-Ja, INGLUDED COEFFICIENT: IN NOTE *5 5. COMPONENT / CLADDING--- -SEE PLAN DESIGN WiND PRE55iRE: t XXX DE51GN WIND PRE55JRE IAW FLA XXX RESIDENTIAL CODE, SECTION R301: NOTE: GESiG-N PRESSURES 5A5ED ON BASIC WIND 5PEEC AND NOT ULTIMATE WING 5PEEC. GENES4L NOTES I. PROVIDE RECESS HOT 4, GOLD WATER WITH DRAIN m WASHER SPACE. 2. PROVIDE COLD WATER LINE FOR ICE I IA<ER LINE e REF. 5P4GE. DO NOT SGAL-.Y__P«c_NTS! GONSTRUCTCN TC BE FROM CA' GULATED ENS ONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TC 5UPERVI5CR FOR GLARiFiGATION. ALL INTERIOR CE LING5 TO MATCH EXIST. UNLESS NOTED OTHERWISE. REFER TO TYPiGAL DETAIL SHEET FOR EXTERIOR 'WALL FINI5i-I SPECIFICATIONS REFER TO DETAIL SHEETS FOR FL45HiNG REaUIRE'IENTS AT ALL WOOD TO r'lASONRY INTERFACES oa 1-- -/-INDIG.,'E EXISTING-- I -LOUSE TO RE"'fAlN 45 I,. 1/2"=. -Or (22X34) - - '"4TGH EXISTING /PLT. HGT. 'S ' "4TCH EXISTING / 'CR. HGT. MATGH EXISTING lFIN. FLP. EXEFRIOR FINSH NOTES LATH `O 5E ATTACHED IAW R-03 OF THE &TL4 EDITION, F5CR. 2017 2- FLASTER-!NC- TO E+E ili7H FGRTLAND CEMENT, N5TALLED IAW R'03'2 OF THE 6TH EDITION, F5CRe 20il 3. (:JEEP 5CREED TO BE INSTALLED IAW R-03.12.i OF THE &TH ED:T ON, =SCR. 2017 4. WATER RESISTANT BARRIER TO 5E INSTALLED AW: R103'.3 OF THE &TH 5. 'ZF 5Y5T—=M5' WALL AND RCO= 5HE4THING MAY SE USED 45 AN ALTERNATI'✓E FOR WALL AND RGO= 51-IE,47H NC3 AND VAFCR BARRIER, ON EXTERIOR WALLS AND ROOF. 1/4" =1 -O`I!2 ° _"-0° •.'22X34? MATGI-!.EXISTING- lPLT. HGT. "ATGH EXISTING /H R. HGT. NEW TRI", STUGGO ANC INGLE5 TO MATCH EXI.T'NG MATGH EXISTING ;SIN. F_R. {— 112- -O" (IIXI") /2°=I'-0" (22X34% TO M4TCH EXIvTNG MATCH EXISTING lPLT HGT "47CH EXISTING MATCH EXISTING ;FIN. FLIP. M4TGH EXISTING /PLT HGT. M4TGH EXfSTING ! _:R. �-IGT. MATCH EXISTING ,'FIN. F I ✓ENOTES EXISTING SRI -Oi- — DAL r, TErA W. _ .Q MrKAEL A 'n7 TtIOMPSON o — PE 47WO U PR 407-721-2202 �i 9 4Z WELAND FID. 0 E SLITE. AG " o OF -AN DO, FL 32M 0 NAOOM �a vi c 00 � 3 uv Q g LL u ui G) m SJ LJ I1 0 < 03 GE L 0 G L' 41 E i} c. _ Fo DATE 94-05-18 Ju .I ,. 5--4LE AS NOTED Yo ,p DRAIN DAL 0 r JCB SI":!Tii 7. U SHEET 0' c. U Q)�J \V f',:F 9 SHEETS OT=e PER 6T' ED. 2011 r fi BLD. CODE -RESIDENTIAL COMPLETE DUCT DESIGN W.% SIZES 4 R-VALUE GOM?LYING- ;:! THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING GON5TRUCTION c'O.i ABG 2.) 5UFFIGiENT SPACE SHALL BE PROVIDED ADJACENT TO THE MEGHANICA . CO''lICNENTS TO A55URE ADECUATE ACGE55 FOR: A) GON5TRUG' GN AND SEALING. AND B) SECTION "601 PER THE F3GR 2014 0 THED. 3.) AIR CONDITIONING SYSTEM SHALL BE COMPLETELY BALANCED. ALL ROOMS 150LATED FROM THE RETURN AiR 51441—L BE PROVIDED WITH MEAN5 TO GOMFLY WITH SECTION M1602 OF THE FBGR CODE 2017 &TH EDITION. 4.) IAW NEC 2014— 210.12—ALL 15A OR 204, 120V BRANCH CIRCUIT5 THAT SUFPL`OTUTLET5 IN DWELLING UNIT5— FAIMLY R 15, DINING R S, L VNG RMS, PARLORS, LIBRARIES, 5EDROO"5 DENS, CLOSETS, 5JNROOM5, RECREATION RM5, HALLWAY5 OR 51"ILAR AREAS SHALL BE PROTECTED BY A L15TED AFC: DEVICE OF THE COMBINATION TYPE. 5.) AW NEC, 2014— 4O&T ALL 15A AND 20.4, 125V REGEPT4,CLE5 5HAL: L BE L'5TED AS TAMPER RE515TANT. 6.) SMOKE ALARM5 5HA•.LL 3E N ALL SLEEPING AREAS, 5; 4AL L BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3OF PEAK 4 51-IALL BE 3' FROM THE 5UPP`' LOR RETURN AIR- STREAM 4 EQUIPPED W/ A BATTERY BAGKJP. ALARMS MAY NOT BE CONNEGTED WHERE ALARM5 ARE WRELE55 4 ALL ALARMS SOUND UPON ACTIVATION IAW FBGR R3143 4 R314 G. MODEL" TO BE JSED ON TH15 JOB TO BE: BRK_SMOKE-91206 _C(tt SG91208 KIDDE_ SMOKE.-210D758t C10.21006377=N 1.) ALL WATER HEATERS HA'✓ING- AN IGNITION 5OURCE TO BE ELEVATED SUCH THAT THE SOURCE Gr IGNITION IS M V-T:J"''8' ABOVE GARAGE FLOOR UNLE55 WATER i-IEATER '5 L`STED 45 FLA:`'??''ABLE VAPCR :GNIT ON RE515TANT. IAW FBGR 2011. &TH ED. P28OL1 8.1 ALL EQUIP"ENT 4 APPLIANCES, INCLUDING WATER HEATERS HAVING AN IG-NMON SOURCE TO BE ELEVATED SUCH THAT THE SOURCE OF IGNITION 15 MINIi`1JM IS' ABOVE GARAGE FLOOR UNLE55 IT 15 LISTED AS F AMMABLE VAPOR IGNITION RE5i5TANT. IAW FBGR 20-17, &TH ED. 3.) THE TOTAL LENGTH O= '✓ENTING FGR DRYER TO BE= NSA 200AI"1P IJF.� --•4/� ALUM. SB.R. 3REAKER / r --200A-MAIN BREAKER s IN51DE PANEL i"E-EQI.� %J " 8 RMX TO RNG. 10/3 TO DRYER 10/2 TO W/H i-SECONDARY A.lG 4 A/H T.B.D. FEED B i' L • 14 FOR LIGHT UTILITl" GG: 'AND FWR — INTERIOR 1 j ! rG—ROUND PANEL PER NE.G. lr 1 T LECTR'GAL RISER DIAGRA^^ NOTE: ELECTRICAL ^'IATFR1AL5 AND INSTALLATIONS 5HALL COMPL'T W;' APPLICAELE PROV SIONS I THE NIT; :NIL ELEC.'_ODE 2505-<CAXI) TO (6), LOCAL GODE5 4 LOCAL POWER COMPAN' ELEGTRIC4L _EGEND 5I14GLE POLE SWITCH <-I OUTLET, TV/CABLE THREE WAY SWiTGH -4 OUTLET, !-.ONE Z@ OUTLET 1:I0-11S a iNT£RCOM OUT. 110-'5. SFL T WIRED ® CHIMES OUT. !i0-%5, Wi U5C3 ® SMOK£ DETECTOR OUT. 110-? 5, CLG. MOUNT. rc.9 CARBON MONOXIDE ® OUT. 'I0-15. FLIP- MOUNT. E{ FU'5H 3JT`;ON ® 51='_L. FURF05E 220-240 ® EXH4UST FAN LIGHT FIXT, CLG. M-D. EX. FAN/LIGHT COMBO LIGHT FIXT., WALL MTD.. QO r-15POSAL ® LIGHT FIXT., RECESSED [=i ELECTRICAL PANEL © LIG:-IT FIXT., REC. ADJU5T. ® CEILING FAN, PREWI LIGHT FIX--, FULL CHAIN Q CEILING FAN, INSTALL LIGHT FIXT.FLU0fRE5GENT. Q ELECT. JUNCTION BOX Q�= LIGHT FIXT., EXT. FLOODS ® THEFd"IOSTAT EXI LIGHT FIXT., EME.R�.s. EXIT [' CISC^vNNEGT SWITCH LIGHT FIXT., EX'T'5ACU ELEC. POWER 71ETER (11XI-1; 1/2"=1 -O" (22X34) --------- i C u DENOTES EXISTING t d NOTE: ALL ELECTRICAL 5HOLN 15 DEPICTED $ AS ADDITIONS. ALL OTHER ELECTRICAL NOT DEM01-I514ED 15 TO REMAIN_ a n NOTES 1. TYPICAL ROOF GABLE OVERT -TANG TO MATCH EXIST. UNLESS OTHERWISE NOT-D. 2- TTFIC;,AL ROOF EAVES CVERkANG TO MATCH EXIST. 1.1NLE55 07HIEFW5E NOTED. 3. PROVIDE AND !N,T,4L:: - FLASHING 45HING AND ROOFINGAS PER NATIONAL ROOFING AND SHEET METAL A550-C. STANDARDS AND/ OR ACCEPTABLE INDUSTRY PRACTICE AND IN ACCORDANCE UTH THE 20M 67H EDITION FE5CP_ 4. ALL ROOF TRUSSES, GIRDERS, 5EAM5, HEADERS, ETC. TO lE3_- SIZED 5Y TRU55 MANUFACTURER CR FL. REG. ENG. 5. 71RJ51=5 SHALL BE BRACED TO PRE- VENT ROTATION 4 PROVIDE LATERAL STABILITY IN 4CCCRDANCE LUM-4 THE R.EaU;'RFl-,ENT5 SPECIFIED IN Tl-;.E GON5TR,'C;T'GN DOCUMENTS FOR BUILDING 4 ON THE INDIVIDUAL TRU65 DESIGN DRAWINGS. lIN THE 456ENCE OF SPECIFIC BRACING- REQUIRE'lENT5, TRIJ55=5 SHALL L 51 BRACED IN ACCORDANCE WITH f=IAjTCA 15C51 I. T ro. REFER TO TRUSS rlANUFACTURER'S DRAWINGS FOR TRUSS PLACEMENT I TRUSS 70 TRUSS GCNNE_G7 IONS. -1. TILE ROOF: UNC)ERLATtlENT TO INSTALLED !AL) F5GR 2017, &TH EDITION OR SHINGLE E ROOF: UINDERLA-rN IET TO BE INSTALLED LED ALU F5r_R 2011, &TH =Dt -0' 1 ! 4 L , R0O5.1 (11XI 11) 112'=''-0` (22X34) DENOTES EXISTING mm u En**wtg By TE4 NC MOAAEL A. THOWISION FE 47509 U PFt 407-M-2M -0 9 4401 VINELAND RD. 0 E SLIME: A6 0MANDO, R_ 32M UD 04 LL z .c 0 LL z < m Li Cl) uj Z 3 o o cn q) fl - +b DATE 04-05-15 jJz O SCALE Af, NOTED DFZALN DAL JOE, SHEET ­7 V OF 9 SHEETS CONNECTOR SCHEDULE GG_NNEGT. _ Y=` Pa� i ��PSOP!} FAST=NE DESGRIPT`:.ONj _._GE O\NEGSR- �.�rJP , FASTENER DESCRIPTION; PER GONN�FTO� I MAX.: LAT. LDS. ' !UPLIFT: F / F2 4 �-.ET.-+20 14- 06 x i'rz' ET420 14- Cd Fi 81B T65 / 96C 22 HIOS j R--T: 8-5d x 1 1/2, PLT: 8-Sd x 1 lit' RTi6 RFT: 5-5d x I'r2' PLT: 8-8d I eO 585/525 23 LUW6 j WOO 4-IOdOW, 4- O0 JUS26 1 HDR: 4-106/J5T: 4-10d 1 935 ! NiA 24 26 H' H2.5 IZ-T / TRS: 4-8d PIT STD; I0-56 1 R`T:5-Pd !PLT: 5-Sd RT20 - RTC - c T : TR5: e-10d - -- 985 ! 4OO i N/A I LT / STD: 13- Oa j _ _ RFT:5-ad, / PLT: 5-8a 415 !! 15O 150 31 P051 4-lad MTW12 14-lOa 000 NO 38 1.1TSIb 14-10d MTWI6 14-10d i i,000 ' NO MTSM!6 (4)Ir'X2`rs' T.G. (') 'Od BLK: 4)''X21r4C.Jo TRU5c.10, 860 NOTRUSS: 45 -- - ! ST18 - 14-16d STIS 14-Ad 1,200 ! N/.A y 41 j _ STA24 18-10d LSTA24 S-IOc I I,295 ! NO i �9 SPI ! 5TD OdOd ! PLT:4-IE_d 5PT22 STD_:4-IOd / PLT:4-10d1 535 ! S60 / 260i jSTD:6-10d / PLT:6- Od 5PT224 _i STD:6-IOd / PLT:6-10d1605 1560 / 2i;O. 81 SP-44,6,8 12 :Od x :'rz' -P4,6,48 12-10d x il;' 885 i N/A 88 055" 2 5D5y4X2' TP4638 12-IOd x it, 3W5 '._ N/A. Be GB6b 2) Al BOLTS PA8X8 4-10d 121001a8c 9O 31 52 ; A5Ub6 C55C66 ABU44 12- bd '4 5D5 !/4X2' :. 12-I6d _ PAUb6 PAU66 PAU44 2 16d 12-16d'- 1 12-*d Y2<4O 2,200 j �iA NO S2A A5U44Z `ra' 50LT / 12-sd N/A NO 2200 ! NO 33 _ AC& MAW i 28-Ad 05566 24 56 1 94 AG4 ,wx) -, 28-16d P5544 2016d I 1,815 I,O';O� a5 HT520 220-106 HTW20 20-10d I G50 NO !Oi H '4 _...__ BOLT/ I5-166X2'r2' NA Vn --- 13.640 j ---- N/A 102 HTT5 Sre' 5OL-/ 26-10d N/A NO 4,215 1 NO I Ib 105 HHU546 .__-.._.___ U46 - - 4-'6oiJ:b-16d __--_—_.-__._-_. H:8-Ionnl-IOd - THD4o 5UH4b 8-1SdiJ:l2-10d - H:B-16d/J:4-`:6d 55_✓ --` 110� NO 181 mob j O-lbd - THD2rb H:20- 6d/J:10-I0d ! 1,550 NO -154 - 0lUC28-2 H:14-166/J,4-10d NO NIA 1,085 NOA 212 HUG410 HD:18-' j'Y.N' LAG 5CR. 5M: 10-10d NO -- --- NO - I �IO — N/A 214 UG412 j SLCCK: 10-Ir4'Xlrz' Tr- JOIST : 10-Ibd HU5412 ELOGK: IO-"i'X11 ' ' JOIST : 10-161 ! I.895 NO CONNECTORS TO BE 5PEGIF ED AND PROVIDED BY TRJ55 MANUFACTURERS � I MATCH EXIST!NG--.-.__..._.._..-----._._....--_-_..-- SEE ELEV. w \ '' Jw/ �1 MATCH EXISTING-. ��' t TM INC. S Mao A TAHOOMWMMM PE 47508 C U P14 4U7012282 rz' 5AG RESISTANT OR %' GY 9p fY 440i Vttd9_N'D RD. 5044D- PLACED PERP. TO 0 E $U TS A$ / ! CLG. FRIN c AMG Q gum, R 3=2" c-I .` IFOflOCFiACOM MATCH _XI 1,NG 2X4 TOP PLT. � \�D 0 R_. 0 MATCH EXISTING- KK i \.-� ie EACH STUD TO E VENTED ALUM, SOFFIT- `JTOP P_A E pw -' - MATCH EX5T.J ii i m ----2X4 STUDS 16' O.G. 1. i1 i--DSL. 2XB'S Wi r' PLYWD. CSB. EXTERIOR SHEATING� i + ` =-ITCH PLATE. CU.N.O.) ° m OR '1/I6' 'ZIP WALL' SHEATHING p U` ,re:' TEXTURED STUCCO FINISH c v !j Q_ ! Ql Q, c r `07U ALUMINUM WINDOW Ili r.0 m 3 II I I Z Ai X � j 22 EACH RAFTER \ ! ........._—SILL I ~ i iI6' OSB. EXTERIOR SHEATING-� _. VARIES' 'ZIP WALL' SHEATHING- ' �� 111 l� p -j .SE_OOR P --iX4 aTJC� 16 O.G. a v ..............._...._.......... .............. T --J O.H..\ 2 / I i' EACH STUD TO - � p U- 8; _ Z %SOLE PLATE Q u,j h " EXP. ANCHORS 6' FROM TOP AND BTTM. AND 24' G.G, i' USE EXISTING ANCHOR BOLTS S 3 vi 2X4 :.L LE PLT. a m 0 �• "TAX.- MIN. l" EMBECMENT �!/ �_ �'WHEN POSSIBLE MIN. PLACEMENT 32' C.G., FOLLOW REPAIR NOTE I MATCH EXISTING RASE TRIM ? ps Q EXISTING CMU WALL --,\ Y _ -` DRL. "2X4 TOP PLT. 2 FOR ALL NEW A'\CHOR6. / -FINISH FLOORc= tt-- rJ.. -- 17-SEE':.L�STUDS W O.G. UN.O TYPICAL WALLETA J A FOR Cl,-=RHANG AND FASCIA I GRADE } :• --- ---- -`-- m EXTERIOR SHEATING-- E-- Z BELOW - SE E UNDISTURBED j TYPICAL WALL. G DOUBLE STUD AT END vF- SOIL L WALL �—GONG. FTG. REINFORCED lJ/ 1. r \ 015 RE5AR5 GONT.- SEE Ku \\ 0 U v o FOUNDATION PLAN i ,- L v DAN 04-000 ----b MIL PCLYERTH`'LENE U u VAPOR BARRIER 6' z rz' J-_.CLT„ PER TYP ^IR.-"1� �� LAPPED AND TAPED a' U 1 5 c n; --- Q .. SGALE AS NGTED WALL DETAIL. INSTALL FR5T JOINTS. DRAt:N DAL ONE W.I. 6' FROM END OF WALL m a hL. \I E TO C'"1J ..�C\NE;..TlCN _,� `'�=" E.4✓-= CONN=,TIJN- WOOF-) FfR><=,'"f=__ \T_,- G,41 W,4LL ..EGTION__- in r.0, ' H U O^ $ SHEETS II I I Z Ai X � j 22 EACH RAFTER \ ! ........._—SILL I ~ i iI6' OSB. EXTERIOR SHEATING-� _. VARIES' 'ZIP WALL' SHEATHING- ' �� 111 l� p -j .SE_OOR P --iX4 aTJC� 16 O.G. a v ..............._...._.......... .............. T --J O.H..\ 2 / I i' EACH STUD TO - � p U- 8; _ Z %SOLE PLATE Q u,j h " EXP. ANCHORS 6' FROM TOP AND BTTM. AND 24' G.G, i' USE EXISTING ANCHOR BOLTS S 3 vi 2X4 :.L LE PLT. a m 0 �• "TAX.- MIN. l" EMBECMENT �!/ �_ �'WHEN POSSIBLE MIN. PLACEMENT 32' C.G., FOLLOW REPAIR NOTE I MATCH EXISTING RASE TRIM ? ps Q EXISTING CMU WALL --,\ Y _ -` DRL. "2X4 TOP PLT. 2 FOR ALL NEW A'\CHOR6. / -FINISH FLOORc= tt-- rJ.. -- 17-SEE':.L�STUDS W O.G. UN.O TYPICAL WALLETA J A FOR Cl,-=RHANG AND FASCIA I GRADE } :• --- ---- -`-- m EXTERIOR SHEATING-- E-- Z BELOW - SE E UNDISTURBED j TYPICAL WALL. G DOUBLE STUD AT END vF- SOIL L WALL �—GONG. FTG. REINFORCED lJ/ 1. r \ 015 RE5AR5 GONT.- SEE Ku \\ 0 U v o FOUNDATION PLAN i ,- L v DAN 04-000 ----b MIL PCLYERTH`'LENE U u VAPOR BARRIER 6' z rz' J-_.CLT„ PER TYP ^IR.-"1� �� LAPPED AND TAPED a' U 1 5 c n; --- Q .. SGALE AS NGTED WALL DETAIL. INSTALL FR5T JOINTS. DRAt:N DAL ONE W.I. 6' FROM END OF WALL m a hL. \I E TO C'"1J ..�C\NE;..TlCN _,� `'�=" E.4✓-= CONN=,TIJN- WOOF-) FfR><=,'"f=__ \T_,- G,41 W,4LL ..EGTION__- in r.0, ' H U O^ $ SHEETS City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address Ce As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floddabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approvat form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # (include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hung �(7 q Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # (including decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Cer+."q Underlayments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing ,,e o Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # (include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Sim o n Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forrs Plastics Deck / Roof 0 Wall I Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name (Please Print) June 20I4 INSTALLATION NOTES 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF il/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #8 WOOD SCREW, 10D COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITYOF 0.55. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 5063-TS 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. 7. DESIGNATIONS "X"AND "0"STAND FOR THE FOLLOWING: X.. OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL & INSTALLATION NOTES 2 - ELEVATIONS & ANCHOR LAYOUTS 3 - 4712FL VERTICAL & HORIZONTAL SECTIONS 4 - 4712E VERTICAL & HORIZONTAL SECTIONS 5 _ 4812F VERTICAL& HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING (PSF) MISSILE IMPACT RATING WIDTH HEIGHT 4712FL 48" 83.93" +50/-70 NOT RATED 4712FL 53" 72" +50/-60 NOTRATED 4712F 53" 72" +50/-60 NOT RATED 4712F 48" 83.93" +50/-60 NOTRATED 4812E +50/-60 NOT RATED 4812f 48" 96" +30/-30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:47:11-04'00' PLy GEM Dt�WS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540A84-6348 FX: 540.84-6683 u m Ci#v T O a o _ Z M d `o J O=LL v wi z me Lu v Z CO H w a W H- .+ v: 0 "�I m V) M J V) < 4 Z 0 NZ S Q~ 0w 3� v Nz 0 DWG #: PGW030 SHEET: 1 OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" 3 4 D 3 0„ UNIT MAX. HEIGHT 72.00" 4 „X., H, A E 3 4 SASH MAX. WIDTH 5125" ELEVATION D.L.O MAX. WIDTH 44.31" D.L.OIMAX. Kw D HEIGHT 5 3 33,25' UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE � ' ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE UNIT MAX. WIDTH 48.00" D.L.O. MAX. HEIGHT 45.56" H „X" 4 3 4 5 SASH MAX. WIDTH 46.25" ELEVATION EDGE HEAD SILL JAMB O.C. CORNER INSTALLATION QTY PER EMBEDMENT ANCHOR TYPE SUBSTRATE DISTANCE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION (IN.) (IN.) (IN.) (IN.) (IN.) #8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 10D COMMON OR 11 FIN I WOOD 1.5 0.75 12 12 9 4 GAUGE ROOFING NAIL #10 WOOD ANCHOR FLANGE I WOOD 1.5 0.75 20 - 20 4 ° PLY GEM WIN 1)OWS 433 N. MAIN ST„ PO BOX 559,' ROCKY MOUNT, VA 24151 PH: 540484-6348 FX: 540-484-6683 m M D � Hags SASH MAX. arc v = x — HEIGHT N a 35.88" w m Z a m e aHp a oZ�m F w N < Z a x V2 w a mw4) a r w w m a a� Fw- a 0 o T•,rr m V) m J V) Q0 3 Lo z 0 o a V) DWG #: PGW030 SHEET: 2 OF 5 #10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS STRUCTURALGRADE / 1 O.A. SILICONE BY OTHERS WINDOW HEIGHT ' EXTERIOR i O.A. WINDOW HEIGHT 3/4" MIN. EDGE DISTANCE 1 1/2" MIN EMBEDMENT 1/4" MAX. r / SHIM SPACE SEE GLAZING DETAIL TNTFRTnR VERTICAL SECTION 3 HEAD - 2X WOOD BUCK 4712 FLANGE SEE GLAZING EXTERIOR DETAIL STRUCTURAL GRADE - SILICONE BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS film -IN A VERTICAL SECTION 3 SILL-2X WOOD BUCK 4712 FLANGE 1 1/2" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CAULK BETWEEN INTERIOR CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS //! 2X WOOD BUCK BY OTHERS #10 WOOD SCREW INSTALLATION ANCHOR / 3/4" MIN. EDGE DISTANCE SEE GLAZING DETAIL 1 EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW WIDTH HORIZONTAL SECTION 3 JAMB - 2X WOOD BUCK 4712 FLANGE 1/4" MAX. 1 1/2" MIN. SHIM SPACE EMBEDMENT 2X WOOD BUCK BY OTHERS INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING � DETAIL 3/4" MIN. EDGE DISTANCE SHEATHING— — BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE SILICONE BY OTHERS O.A. WINDOW -- WIDTH HORIZONTAL SECTION 3 JAMB - 2X WOOD FRAME 4712 FLANGE 031, PLy GEM °NIN17t)WS 433 N. MAIN ST., PO BOX 559,• ROCKY MOUNT, VA 24151 PH: 540-484-6348 PX: 540A84-6683 # V N w o Z wag N m a 2 Z d J v Z; x a Q v LL m Z 10 'o m < J o W N Z <^ Q V) Z 0 H a >� u W w 0 _o T•,11 ���" 1ii {_"i co to mZ �1n o'o 3� _= uZ o n v V) 3 OF 5 CAULK BETWEEN CONCRETE/ MASONRY 6 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 1/2" MIN. EMBEDMENT 10D COMMON NAIL OR 11 \ GAUGE ROOFING NAIL .. _ INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE O.A. WINDOW HEIGHT J SEE GLAZING) DETAILI EXTERIOR INTERIOR F VERTICAL SECTION 4 HEAD - 2X WOOD BUCK 4712 FIN SEE GLAZING DETAILI I O.A. WINDOW HEIGHT PERIMETER CAULK - BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS INTERIOR 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS #8 WOOD SCREW INSTALLATION ANCHOR / �#B WOOD SCREW 1 1/2" MIN. INSTALLATION ANCHOR EMBEDMENT E VERTICAL SECTION (4 SILL- 2X WOOD BUCK 4712 FIN 1/4" MAX. SHIM SPACE 1 1/2" MIN. / EMBEDMENT SHEATHING--' BY OTHERS ll EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH G HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME 4712 FIN VERTICAL SECTION (I MEETING RAIL INTERIOR SEE GLAZING DETAIL EXTERIOR °PLyGEM 1NDC3WS 433 N. MAIN 5T., PO BOX 559, ' ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 o Q tj it N w 0 O p 0 n " _ ID a m a VVi Z j CieV = OwV- \0� Z. w v 0 z w '4 . ¢ a 3¢ o �C Z m o¢: w ID LU y Q 0 M w H a Lo Z O H z Lo `H H J V wLu a n C3 '2 j 1J 13� w co a con am 3� _= vZ p O V V) DWG #; PGW030 SHEET: 4 OF 5 CAULK BETWEEN CONCRETE/ MASONRY Q 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS O.A. WINDOW HEIGHT t I O.A. WINDOW HEIGHT EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 1/2" MIN. EMBEDMENT 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 10D COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1 1/2" MIN. EMBEDMENT SHEATHING --- BY OTHERS SEE GLAZING 3/4" O.A. INSULATED EXTERIOR FINISH DETAILS GLA55 BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR 5EE GLAZING DETAIL EXTERIOR EXTERIOR INTERIOR PERIMETER CAULK DOW 1199 BY OTHERS O A SILICONE \ 1 VERTICAL SECTION � 5 HEAD - 2X WOOD BUCK 4812 FIN 1/2" MIN. GLASS BITE GLAZING DETAIL 1 NOTE: SEE GLAZING GLASS THICKNESS AND TYPE SHALL COMPLY DETAIL 1 WITH ASTM E 1300 GLASS CHART - "] A L REQUIREMENTS EXTERIOR � INTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH • t-. BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN 11/2" MIN. CONCRETE/ MASONRY G 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY I BY OTHERS VERTICAL SECTION 5 SILL • 2X WOOD BUCK 4812 FIN 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE #8 WOOD SCREW INSTALLATION ANCHOR PLy GEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-4B4-6348 FX: 540-484-6683 m F� o< m Ci 3k N W Qv H p n xaz N O v1J^ x d m J w Q U Z o� = pwa LL N V d z m w m Z a m v a 0 z p '0 a J O W J Q Z m � pa J w d m W p m W > � M S a p WINDOW — WIDTH HORIZONTAL SECTION T m 5 JAMB-2X WOOD FRAME 4812 FIN O 3/4" MIN. EDGE DISTANCE CAULK BETWEEN ~ O INTERIOR 1/4" MAX. CONCRETE/ MASONRY 6 2X H N SHIM SPACE WOOD BUCK BY OTHERS CONCRETE/ MASONRY w w ' BY OTHERS p //l 2X WOOD BUCK SEE GLAZING DETAILI BY OTHERS #8 WOOD SCREW INSTALLATION ANCHOR Z j:: �o 1 1/2" MIN. `� �� •,.:_' - EMBEDMENT 3 : EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH K HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK 4812 FIN .,����y • * PROF``` Q� 3V) _= vZ p mo p u V) DWG #: PGW030 SHEET: 5 OF 55 PLAT OF BOUNDARY SURVEY rj FOR STEVEN W. and LYNN W. SMITH Legal Description Lots 40, 41, and 42, 2ND SECTION FORT MELLON, according to the plat thereof as recorded in Plat Book 4, Page 48, of the Public Records of Seminole County, Florida. U��;« oJ yt-Ae re6 c4 e, 5 K � ark �ta/f ���' a•,.� of4� Z 'INtM I, 40 60 N o fin' V) rc � LLj �a u----------- } 0.36' I W7 m I I tD M I I � 1 u 61 29.42' 14.3' R i I i o cn I ________________ ------------------- ___ a___ ________________________J----- ---------------- I I W cyS CL / 35.74' 42 In 1 i FOUND 5/8" IRON ROD (NO N) 39 S 89'50'44" E 135.00' I• O m � to r Z I w N 00 N u to m .n:I W 62 4 10 F— n )~ O a ' 30.8 ' fh Z _____________N________� __ I ' -Al!�J1� __ ____; ____ 4.7' N i N 25.67' ^ V 30, I 15;33' P 63 ' N CONCRETE, 89'55' 4" E 135.00' RODN(NO 1) �RON- ''CONCRETE .� --------------------------- q g TH--ST-R-EET--------------- SURVEY NOTES:. 1) The street address of the above -described property is 437 South Scott Avenue. 2) The above -described property lies in Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Rinimm Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.02? of the Florida Statutes. CERTIFIED CORRECT TO: KITN R SURVEYING, INC. STEVEN W. SMITH R. BLAIR KITNER - P.L.S. NO. 3362 LYNNW.SMITH SUNTRUST MORTGAGE Post Office Box 823, Sanford, F1. 32772-Ca23 (407) 322-20M PROJECT NO: 12 -40 SURVEY DATE: Ir7 FESeUARY 2012