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Home My WebLink About1312-1316 W 7 St 04-498 New duplexPERMIT ADDRESAAMa 4*`1, CONTRACTOR %...o) %ohd ADDRESS PHONE NUMBER PROPERTY OWNER *.&& ADDRESS PHONE NUMBER 1 0 l ' 11 l • ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE OF SUBDIVISION PERMIT # 640 41 DATE • d q PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE $ 4 J V fi City of Sanford Certificate of Occupancy This is to certify that the building located at 1312-1316 W 7"' St for which permit number 04-498 was issued and has been completed according to the plans and specifications filed in the permit, to wit a Two- Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: F. Ortiz 01/27/05 Engineering: D. Richards 01/28/05 Public Works: P. Simmons 01/31/05 Utilities: R. Blake 01/28/05 Fire Department: Zoning: Eddie Green YV1 01/31/05 Property Owner Building Official Date DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION Two -Family Residence**** 01/26/05 04-498 1312-1316 W 7" Street r CONTRACTOR: PHONE #: Owner Eddie Green 407-497-6464 f 0 The building division has prepared a Certificate of Occupancy for the above location and is requesting final- inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. nginee,. er' 1 zej of- Public Works Utilities Fire onin 2 Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) : ' . 0 DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION Two -Family Residence**** 01/26/05 04-498 1312-1316 W 71h Street CONTRACTOR: Owner Eddie Green PHONE #: 407-497-6464 The building division has prepared a Certificate of Occupancy for the above location and is requesting final, inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering 4blic Works Fire Zoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONAITIONAL) I CERTIFCATE OF OCCUPANCY o REQUEST FOR FINAL INSPECTION; Two -Family Residence**** F=- k.Es r DATE: 01/26/05 1 z ' PERMIT #: 04-498 J Q ADDRESS: 1312-1316 W 7 Street V yy y CAI CONTRACTOR: Owner Eddie Green - d 0r PHONE #: 407-497-6464 The building division has prepared a Certificate of Occupancy for the above location and is requesting final, inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works - Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL I5CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 1/28/05 08:36:11 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description 257765 25.19.30.5AI-0816-0070 1312 1316 W 7TH ST EDDIE R GREEN Free -form information F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel F16=Related pty data LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 1/28/05 08:36:52 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. S=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 260695 1316 W 7TH ST Free -form information SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-498 PD 12-30-03 SEE REC#6337 SW TAP $1300.00 ROAD BORE (RB) $300.00 3/4"WA METER SET FEE $190.00 WA TAP SET FEE $120.00 PD 12-30-03 REC#6337 F2 Address F3=Exit F5=Special Notes F12=Cancel LMBC100,1 CITY OF SANFORD Address Misc. Information Inquiry 1/28/05 08:36:33 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 260685 1312 W 7TH ST Free -form information SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-498 PD 12-30-03 SEE REC#6338 3/4"WA METER SET FEE $190.00 PD 12-30-03 REC#6338 F2=Address F3=Exit F5=Special Notes F12=Cancel HENRICH- LUKE & SWAGGERTY, LLC 250 S. Ronald Reagan Blvd., Suite 114 Longwood, Florida 32750 407-647-7346 Fax 407-647-8097 January 19, 2005 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 Re: Lot 7, Block 8 Tier 16, Seminole Park. 1312 & 1316 West 7th Street Gentlemen: The slab elevation and lot grading on the above referenced residence meets or exceeds the requirements as outlined in the Sanford City Code Section 6.7. Sincerely, Mark I. Luke, PSM Managing Member MIL:mt FEDERAL EMERGENCY MANAGEMENTAGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAM Expires December 31, 2M ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. BUILDING OWNER'S NAME SECTION A - PROPERTY OWNER INFORMATION For insurance Company Use: EDDIE R. GREEN Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 6131312 & 1316 WEST 7 STREET CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 7 & E'/2 BLOCK VACATED STREET BLOCK 8, TiER 16, SEMINOLE PARK AS RECORED IN PB 2, PAGE 75, SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or NAD 1927 NAD 19W USGS Quad Map Other. O SECTION 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NAP COMMUNrlYNAME&COMMUNITY NUMBER B2.COUNTY NAME 83 STATE CRY OFSANFORD 120294 SEMINOLE FLORIDA 84. MAPAND PANEL NUMBER B5. SUFFIX 86. RRM INDEX DATE 87. FIRM PANEL EFFECf1VF,/RMSED DATE 89. BASE FLDOD EIEVATION(S) (Zone 12117CO045 E APRIL 17,1995 APRIL 17,1995 B& FLOOD ZONE(bj X AO, use depth of flooding) NA Pin i A;—,+..##.n .....-$a&.o....-.M- 0 Wu._ v. u18 -w NOW ucvauon tort' udw OF base nood depth entered In tit'. AS Profile ® FIRM Community Determined Other (Describe): B11. Indicatethe elevation datum used forthe BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Ci. Building elevations are based on: Construction Drawings• BuildingUnderConstruction• Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Numberl (Selectthe building cliagram most slrrdlarto the building forwhich this certificate Is being completed - see pages 6and 7. tfnodiagram accurately representsthe building, provide a sketch or photograph.) C3. Elemdorts - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO Complete Items C3.-a4 below aceordingto the building diagram specified in Item C2. State the datum used. If the datum is differentfrom the datum used forthe BFE in Section B, convert the datum to that used forthe BFE Showfield measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to documentthe datum conversion. Datum NGVD29 Comrersion/Comments Elevation reference mark used SEMINOLE CO. Does the elevation reference mark used appear on the FIRM? Yes ®No O a) Top of bottom floor (including basement or enclosure) 25.3ft(m) cc O b) Top of ned higherfloor NA fL(m) N Oc) Bottom oflowest horizontal structural member (Vzones only) NAft(m) O d) Attached garage (top of slab) NA fL(m) a e) Lowest elevation of machinery and/or equipment W M servidngthe building(Describe in a Comments area) 25.0R(m) a C] 0lowest adjacent ( finished) grade (LAG) 24.8 fL(m) Z 0 O 10 Highest adjacent (finished) grade (HAG) 252 ft(m) 0 N D h) No. of permanent openings (flood vents) within 1 it above adjacent grade 0 S Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) J LS.Sae6 SEGUON D -SURVEYOR, ENGINEER, OR ARCHiTECTCERTiFICATiON This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized bylaw to certify elevation information. cel*that the intomrablon in Sect/onsA, 8, and C on this ceAY icate represents my best efforts to interpret the data available. understand that any false statement maybe punishable byline ofimpdsonment under18 U. S. Code Section 1001 CcnnnrlCa NAME — MARK I. LUKE LICENSE NUMBER LS 5006 TRLE MANAGING MEMBER COMPANYNAME HENRICH-LUKE & SWAGGOM LLC ADDRESS CITY 250 S. RONALD REAGAN BLVD. SU I nNrwnnn DATE '3n CODE 1/ 17/05 407 647-7346 crvu rorm o i-i i, .ranuary zuus See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Im'br natlon from Section A. For Insurance company use: BUILDING STREET ADDRESS pncludingApt,Unit Suite and/or Bldg.No.)ORP.O.ROUTE AND BOX NO. Policy Number 1312 & 1316 WEST 7'H STREET CiTY- STATE ZIP CODE CompsnyNAICNumber Sar-in i_ Fl. 3 27 7/ SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS A/2 Co NO/T/oc/E,2 le 44) /5 e- -r7- Check here If attachments SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONEAO AND ZONEA (WITHOUT BFE) ForZone AO and Zone A (without BFE), complete Items El through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number_(Selectthe building diagram mostsimilarto the building for which this certificate Is being completed - see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) E2. The top afthe bottom floor Oncluding basement or enclosure) ofthe building is _fL(m)_in.(=)above or below (chedcone)the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6.8 with openings (seepage 7), the need hlgherfloor or elevated floor (elevation b) of the building is _ ft(m)_in.(cm) above the highest adjacent grade. Complete items C3.hand C3.tonfrontofform. E4. The top ofthe platform ofmachinery and/or equipment servicingthe building is _8.(m)_in.(crm)above or below (check one) the highest adjacent grade. (Use natural grade, ff available). E5.ForZoneAOoniy. if no flood depth number is available, isthe top of the bottom floor elevated in accordance with the community's floodplain management oidinance? Yes []No Unknown. The local official must certifythls information in Section G. SECTION F- PROPERTYOWNER ( OR OWNER'S REPRESENTATIVE) CERTIFICATION The propertyowneror owner' s authorized representativewho completes SecdonsA, B, C (Items C3.h and C3.i only), and EforZone A (without a FEMA-Issued orcommuntty- issuedBFE) orZone AOmust sign here. Aiestatemar&ln&mcbonsA8,,C,andEaisaonettothebestofmyloiowfedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATNE'S NAME ADDRESS CiTY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law orordinanceto administerthe community's floodplain management ordinance can complete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. [:]The information in Section C was taken from otherdocumerthadon that has been signed and embossed by a licensed surveyor, engineer, o architect who is authorized by state or local law to certify elevationinforrtadon. Oneficate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section Efora building located in Zone A (without a FEIA44ssued orcommunity-issued BFE) orZone AD. G3. []The following information (items G4- G9) is provided for communityfloodplain management purposes. . G7. This permit has been issued for. New Construction Substandal Improvement G8. Elevation of as-buiR lowest floor ( including basement) of the building is — _ft(m) Datum: G9. BEE or (n Zone AD) depth of flooding at the building site is — _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81- 31, January 2003 Replaces all previous editions COUNTY (')F SFMINOL[ IMPACT FEE STATEMENT STATEMENT NUMBER: 03100012 BUILDING APPLICATION H: 03-10001278 IXDLDING PERMIT NUMBER: 03-10001278 NIT ADDRESS: 7TH ST W 1316 & 1312 7kMFFIC ZON[:<}22 JURISDICTION: SEC: TWP: RKG: SUF: Si)DDIVISIDX: PLAT BOON: PLAT GOOK PAGE: O01,11] NAM[: ADDRE0S: APP|.ICAHT NANT: EDDIE R GREEN ADDRESS: 2181 BRISSON AVE EANFORD LAND iX[: DUPL[X WORK DESCRIPTION: CITY-SAMFORD DATE: November 19, 2003 25-19-30-5AI-0816-0070 TRACT: BLOCK: i1lT: FL 32171 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DU[ TYP[ DIST SCHF0 RATE UNITS TYPE k<JADn-ART[RIA'-S CO -WIDE ONO Condominium*' 394.0() 2.000 dwl unit 788.00 ROADS -COLLECTORS NORTH ORD Condominiuo,:r 79.00 2.000 dwl unit 158.00 FIR[ RESCUE NIA 00 LIPRARY CO -WIDE ORD Condominium* 54.00 2.000 dwl unit 108.00 00OUi H/A Multifamily 639.00 2.000 dwl unit 1,278.00 PARyCo' N/A 0(> LAW [NFORC[ N/A DRAINA()[ N/A l0 CREDIT FEES: SCI LIBRARY Siogle Family Housing 54.)3 1.000 dwl unit 54.0O' CI R0 D ART[RIAU; SiDgle Fami Housing_ 705.00 1.000 dwl unit 705.00' 2CI ROAD [OLLECTCRS KCRTM Single Family Housing 142.00 1.000 142.00'- 13CI 1304UOL8 Single Family Housing 1,278.00 1.003 AMOUNT DUE dwl unit 1 0_~ SIT: K[9[IV[0 BY: .SI8NATUiE: 2_ /'___________________ DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND LNCURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE- FEE. DISTRIPUTION: 1-B'D8 DEPT 3-APPLICANT 2-FINANCE'-4-LAND MANASEMEMT P[RSOMG ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER TH[ SEMINCLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR ED[CATIOMA1- II|SUANCL 07 A BUILDING PERMIT. PERSONS E L IS 7PAT ANY RIGHTS F 7HE APPLICANT. ONH(R ..`~ . ~ :`., , lU ApPTHE ULATIOW OF ANY OF THE ABOVE MENDO>E0 IMcACT F[[S MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CAL[NDA| DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT N]T LATER THAN-1` CERTIFICATE OF C[CUPA<CY OR OCC[PANCY. 7Hc RECUEST FOR REVIEW MUST M2Z7 Th\E REQJlREMENTS OF THE COUNTY LAND DEVELO?)1ENT COD[. COPIES OF RULES GOVERNING APPEALS rAY BE PICKED UP OR RE8UE37rD, RO) 1 T||[ PLAN IMPLEMENTATION OFFICE: 1101 EAST FIAT STREET, SANFORD FL, 32771; 407-665-7356. P0Y1vi[ NT O||OULD DE MAD[ TO: SEMINOLE COUNTY OR CITY BUILDING )) EPA1ZTM[NT 11O1 [ AST FIRST CTR[[T SAHFORD, FL 32771 PhYM[ NT SIKULD BE BY CHECK OR MONEY ORDER AND SHO]LD REFERENCE THE CCUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF lHIS STATFM\FNT. OF SANFORD 60001IS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT=:* ISSUED WITHIN 60 CALVNDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVI.-: DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-685-7356. DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: EOQ,,, C'QF,c„/ /JU 41 EX Date: /2 tllo;; Owner/Contact Person: Phone: Address: J3/(_, (,/ 7 rH S7 P Type of Development: 1) RESIDENTIAL - Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1" , 2" etc.). , REMARKS: 2) NON-RESIDENTIAL Type of .Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: OVPLEx 1.311 w• 7rN S7) µvv f 0._1 7tl4 Lo7 REVISED w/•`2 ACE SU SEw4A lti?X-7 FCX 7 0 0 R°qo 8Of F S''^" iqP boo oG Name - Signature Date. 04(, 147v-e Z /(i /o3 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name • ' AQI -. GR/E.V AUALEx Date: 13/irA •? Owner/Contact Person: Address: % 3 /2 Type of Development: 1) RESIDENTIAL Phone: w. 7 Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/411 1" 2" etc.).. REMARKS: 2) NON-RESIDENTIAL Type of ,Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap'). - Water Meter Size (3/4" 1 •) 2", etc REMARKS: CONNECTION FEE CALCULATION: L6 /+ov4F Fk;S7Ee ON 7/1l S Cc7' Iij/»R! SS w9S /310 t,u 7 7) Gl v CR4A, 7 - 7/t; -3 0" 16 d PCEx C•Q d i'7 l/ SEw, i7:09c7 FED 1y , w hX7xA S47 — / /5o nrde 46 a Pos ;k- s 7 /bo Name - Signature - Date. REVISED AA CITY OF SANFORD PERMIT APPLICATION i M Permit # : O ^ Date: v • Job Address: 13 to [ l 3 l a IM S///rrf Description of Work: CDi95f/aelit0,i OT stir - Iwo PSapr7J (G 7u/ di u rX Historic District: Zoning: Value of Work: S Permit Type: Building _ Electrical X Mechanical X Plumbing X' Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 1 ' CO Addition/Alteration Change of Service Temporary Pole Mechanical: Residential X Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 44 Plumbing Repair — Residential or Commercial Occupancy Type: Residentialr2XCommercialIndustrialTotalSquareFootage: 83 Construction Type:FJ mG ia# of Stories: / # of Dwelling Units: R Flood Zone: (FEMA form required for other than X) Parcel #: R J — 1 / - 31) c519 I `D 0 I6. - d 070 (Attach Proof of wnership`& Legal Description) Owners Name & Address: ! [/U/ P_A 6 ;IP t. i 6lt :f 56?-, or N ti 70/// , A/ Contractor Name & Address: Phone & Fax: Bonding Company: Phone: License Number: [[// y S Phone: 170 Address: Mortgage Lender: Address: :arr a Architect/Engineer: Address: Phone: s. Fax: Application is hereby made to ob i rt`$iit 9lts®ItatiortSas"indicated.''f 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 Law, FS 713. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Contractor/Agent Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID 1 5 03 APPLICATION APPROVED BY: Bldg: Zoning: 1tilities: FD: Initial Date) (Initial & e) it ly(03 (Initial &Date) (Initial & Date) Special Conditions: .e— 7-Cnk c,C i t`Q t 9 Ukt0t a\l 4- L A.'' tr1 5 6-t-L\5 t" a c 0(K 'v. "C--1, CITY OF SANFORD PERMIT APPLICATION Permit No.: 0Date: 0-0) 5 Job Address: 1A_ _ -71h 5-1/fie/ W ),:::-/ 7 -27 -2 1 Permit Type: Building _ Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: z1f0, !% u br.0 C, /` /LIP _ 5/r- Additional Information for Electrical & Plumbing Permits Electrical: — Add ition/Alteration _Change of Service _Temporary Pole New AMP Service (# of AMPS . Plumbing/ Residcntial: Add ition/Aitenation )_New Construction (One Closet Plus _ Additional) Plumbing/ Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Y Residential Commercial _ Industrial Total Sq Ftg:_ Value of Work: S Type of Construction: 6 OC _ Flood Zone: Number of Stories:___r' Number of Dwelling Units: Parcel No.: 25-1 % -.) 6/ -D-'/G --Qu) -7 o _A ( Attach Proof of Ownershi & Legal Description) Owner/ Address/Phone: --// /ten 2 G/ 1 , Cc l l / U / J// Jam' j /% lip L S,'• /% G / ,7 7/ Contractor/ Address/Phone: /5"[%* ' C /,Sr/ State License Number: Contact Person: /wa0 x A"ee4 Phone & Fax Number: Title Holder (:f other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Arch itect/Fngrineer _ /Z/C/C/ Address: 2)1 1, )r' , f S k Y Fax No.: l 7 acid •-_3 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. ly L I y o3 SignatureofOwner/Agent Date Signature of Contractor/Agent Date 1' rer/Agent's Name ! - 0 q - O Signature of Notary -State of Florida Date Print Contractor/ Agent's NameFO Signature of Notary -State of Florida Date PATRICIA DEBOSE ApFf,Io' MY COMMISSION # CC 982956 as EXPIRES: March 19, 2005 Bonded Thru Notary Public Undemdters Owner/Agent is Personally Known to Me or is ?ersonally Knm%n to Me or Produced ID(' ( - - I , Produced 1 D -- APPLICATION APPROVED BY: Date: Special, Conditions: City of Sanford P.O. Box 2846 Sanford, F132772 December 12, 2003 Location: 1312, 1316 W. 71h Street TO: City of Sanford, Building Department I Eddie R Green, is the owner of the stated property above. This will be the site of a newly constructed duplex. This letter is to inform the City of Sanford, that I do not desire a rear door in the construction of this residential building. Signature of Owner Sworn to (or affirmed) and subscribed before me this /6L day of 2003, by laapersonally known or Produced ID. Type of identification Produced =/ Signature of Notary Public, State of Florida Commission Expires: 0-3 ti"' • " PATRICIA DEBOSE MY COMMISSION ® CC 982956 EXPIRES: March 19, 2005 A,g,h.•' rwdtorsaondodThruNotaryPublicUndo I T Y Ci 1 ' DEC 15 ',' n03RECEIVED CRTMED ESTING ABORATORIES Architectural Division - 7252 Narcoossee Rd. - Orlando, FL 32622 407)-384-7744 - Fax (407)-384-7751 Web Site: www.ctla:ch.com E-mail: ctlarch®bellsouth.net Report No.: CTLA 554W DC Not. No. 00008 CTL Certification # 99-0105.02 1'1%, 1 Date: June 6, 2000 Test Dates: May 25 & 26, 2000 Test Requested By - STANLEY DOOR SYSTEMS 7300 Reames Road Charlotte, NC 29216 Phone 704.9213470 Facsimile704.9213462 Tests Conducted: PA 202 (with no deviations) Design Pressures - Specimen 1 (PA 202) Out -swing Specimens 2, 3 & 4 (PA 202) Out -swing 1) DESCRIPTION OF SERIFS: 50.0 ps£ - 44.0 psf. 50.0 psi - 50.0 psi Model Designation — Sta-Tru Oat -swing Glazed Wood Edge Steel Door With Sidelites Overall Size — Specimens 1, 2, 3 & 4 (O/S Bump Threshold) 141.625" wide x 97.625" high x 4.5625" deep Coufiauratiou - Specimens 1, 2,3 & 4 OXXO No. & Size of Doors - Specimens 1, 2, 3 & 4 (glazed door panels w/glazed Sdelites) 1) active 35.75" wide x 96.01' hieh 1) active w/astraga.l 36.25" wide x 96.0" high 2) sidelite 31.75" wide x 96.0" high 2) MATERIAL CHARACTERISTICS: Frame and Door Material - Finger jointed pine jambs and steel panels. L- Ramesh Patel, P. E. Florida Reg. # 20224 June 6, 2000 Pose 2 o(S STANLEY DOOR SYSTEMS Report No. CTLA 554W Frame Construction: Wood Jamb _The head jambs and side jambs are finger jointed ponderosa pine (stated by mfg.) measuring 4.5625" x 125" (drawing no. 39638 sheet 7 Of 7). The head jamb and side jambs are mortised, butted and joined using (3) 7/8" x 2" wire staples. The threshold tested on all specimens is an Aluminum Out -swing Bump measuring 4.625" x 'I 25" (Stanley part and drawing no. 00258). Panel Construction: Steel Door Panel - The panel is constructed from 0.021" thick galvanized steel skins. The interior cavity of each door is filled with polyurethane foam manufactured by BASF. The steel face sheets are crimped to fit hinge and lock stiles, terminating with a 908 bend. The latch stile is 4.0" x 1.71" LVL material (drawing no. E)CP2911-A). The hinge stile is 1219" x 1.664" ponderosa pine (drawing no. 18493). The top rail is pine measuring 1.68" x 1-22" and the bottom rail is pine measuring 1.68" x 1.0". The bottom rail is reinforced with a steel stiffener (drawing no. 39638 sheet 7 Of 7). Sideline Panel Construction: The panel is 1-3/8" thick and is constructed from (0.021") thick galvanized steel skins. The anterior cavity of each sidelite panel is filled with polyurethane foam manufactured by BASF. The steel face sheets are crimped to -fit the vertical stiles and horizontal rails. The vertical stiles and top rail measures 1.71" x 122". The bottom rail measures 1.68" x 1.0". The rails and stiles are pine. Glazini: Glazing Materia Specimen 1 - Door lite sash 1" nominal tempered ins. Glass by ODL (drawing E)P2911) 1.0" Actual - (0.125" temp - 0.75" air - 0.125" temp) Sidelite sash 1" nominal tempered ins. Glass by ODL (drawing E)P2911) 1.0" Actual - (0.125" temp - 0.75" air - 0.125" temp) Specimen 2 - Door lite sash %" nominal tempered ins. Glass by ODL (drawing EXT2911). 0.49" Actual- (0.125" temp- 024" air -0.125" temp) Sidelite sash %" nominal tempered ins. Glass by ODL (drawing E)U 2911) 0.49" Actual - (0.125" temp - 0.24" air - 0.125" temp) Specimen 3 - Door lite sash 1/2'"' nominal tempered ins. Glass by Trinity (part no. 460) 0.5" Actual - (0.125" temp - 025" air - 0.125" temp) Sidelite sash 12" nominal tempered ins. Glass by Trinity (part no. 460) 0.5" Actual - (0.125" temp - 025" air - 0.125" temp) Specimen 4 - Door lite sash I2'"' nominal tempered ins. Glass by Western Reserve (part no. 461) 0.5" Actual - (0.125" temp - 025" air - 0.125" temp) Sidelite sash 12" nominal tempered ins. Glass by Western Reserve (part no. 461) 0.5" Actual - (0.125" temp- 025" air- 0.125" temp) Glazing Metbod - The glass was interior and exterior wet glazed with GE silicone. The lite frame was then mounted into a routed opening in the respective panels and secured with (18) #8 x 1 25" tech screws. The lite frame material is polypropylene by each individual manufacturer (see drawing no 39638 sheet 2 of 7 for an or locations). ak 1 , ( J ' Irn Ramesh Pate4 P. E., Florida Reg. R 20224 Junc 6, 2000 Pago 3 of E STANLEY DOOR SYSTEMS Report No. CTLASSaW Daylight Opening - All Specimens - Door lite Panel — 21.125" vide x 79.125" high Sidelite Panel — 21.125" wide x 79.125" high Weather-stripping — Specimens 1 & 2 Schlegel Q-Lon, QDS 650 Compression (1) row header, (1) row sill, (1) row length of each leg jamb and (1) row length of astragal Specimens 3 & 4 Schlegel Q-Lon, QDS 650 Compression (1) length of each leg jamb, Schlegel TPE magnetic (1) row header, (1) row sill, and (1) row length of astragal (drawing no. 250465 and 250469). All Specimens Schlegel Q-Lon foam pad (1) @ each corner of jamb @ threshold. x'h" foam tape applied at a 450 angle above corner pad on jamb to fonm watershed. Hardware - All Specimens Specimen 1 Specimens 2, 3 &: 4 W eepholes - None Muntins - None Reinforcement - None 1) Kwilcset 200 Latchbolt @ 38.75" from bottom of panel. 1) Kwiksct 660 Deadbolt @ 47.75" from bottom of panel. 6) Three 4" butt type binges @ 9.0", 35.0" and 87.0" from bottom of door panel (drawing no. 07728). 1) Imperial Aluminum Astraggal (drawing no. 2911E 1 and 2) 1) Windjamber H Aluminum Astragal (drawing no. 39638 sheet 7 of 7) Sealant - Latex cauikingo as needed to seal unit into rough opening. Additional Description - All specimens were installed in a wood test buck. Specimen 1 - tested for Air Iaffltration, Water Infiltration, Static Air and Forced Entry Test (PA202). Specimen 2 - tested for Air Infiltration, Rater Infiltration, Static Air and Forced Entry Test (PA202). Specimen 3 - tested for Air infiltration, Water Infiltration, Static Air and Forced Entry Test (PA202): Specimen 4 - tested for Air Inf ration, Water Lnfiltration, Static Air and FZ7.- Test. (PA202). Yr v' + 1 Page 4 of E STAN LEY DOOR SYSTEMS Report No. CTLA 554 W 3) INSTALLATION: Screws and Method of Attachment - Specimens 1, 2, 3 &: 4 28 - # 8 x 2.5" F H Phillips wood screws, used to fasten frame to the wood buck at head and side jambs. 8 - # 10 x 2.5" F H Phillips wood screws, used to fasten sidelite sill to the wood buck. 8 - # 10 x 2.25" F H Phillips wood screws, used to fasten threshold to the wood buck. see drawing no. 39638, sheet 5 of 7 for anchor locations) 4) SEQUENCE OF TESTS PERFORMED: Vest Results: Test Sequence: PA 202 1. Air Infiltration 2. Vh Test Pressure Positive 3. 1A Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative 6. Water Infiltration Positive Direction 7. FuU Test pressure Positive 8. Full Test Pressure Negative 9. Forced Entry Deflection Gauges Set At Tts Deflection was measured with three (3) CDI 5" dial indicators: location 41-SN 971649614, location 92-SN 992539158 and location n3-SN 980369793. Note: Specimen 6 was tested without sideiites. AIR INMELTRATION Air In2tratioc Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 ps: Specimen 1 Out -swing Specimen 2 Out -swing Specimen 3 Out-s%&ing Specimen 4 Out -swing Actual 0.00 CFWSQ FT 0.00 CFM/SQ FT 0.00 CFM/SQ FT 0.00 CFM/SQ FT Allowable 0.34 CFM/SQ F i 0.34 CFM/SQ FT 0.34 CFM/SQ FT 0.34 CFM/SQ FT Pape 3 of 8 STANLEY DOOR SYSTEMS Report No. CT" 334W WATER E41FILTRATION TEST Water Infiltration Test was conducted in accordance with DCBCCD PA 202 - 94 Specimen 1 Out -swing Specimen 2 Out -swing Specimen 3 Out -swing Specimen 4 Out -swing STATIC AIR PRESSURE TESTS Water @ 9.0 psf for 15 min. Water @ 9.0 psf for 15 min. Water @ 9.0 psf for 15 min. Water @ 9.0 psf for 15 min. Static Tests were conducted in accordance with DCBCCD PA 202-94 No water penetration over sill. No water penetration over sill. No water penetration over sill. No water penetration over sill. Design Loads + 48.0 psf, - 44.0 psf. Specimen 1 OXXO (out -swing) Range of test time actual load deflection Positive loads seconds) psf 1R Test 30 36.0 Design 30 48.0 Mullion (3) 0310" Test 30 72.0 Door T (1) 0.678" Door B (2) 0.610" Mullion (3) 0358" Range of test time actual load deflection Negative loads seconds) psf 12 Test 30 33.0 Design 30 44.0 Mullion (3) 0232" Test 30 66.0 Door T (1) 2.741" Door B (2) 1.651" Mullion (3) 0.377" Design Loads + 50.0 psf, - 50.0 psf. Specimen 2 OXXO (out -swing) Range of test Positive loads 12 Test Design Test Range of test Negative loads I2 Test Design Test tune seconds) 30 30 30 time seconds) 30 30 30 actual load psf 37.5 50.0 75.0 actual load psf 37.5 50.0 75.0 deflection Mullion (3) 0235" Door (1) 0.530" Door B (2) 0.429" Mullion (3) 0.400" deflection Perm. set 0.001" 0.109" 0.120" 0.019" Perm. set 0.011" 0.310" 0.192" 0.015" Perm. set 0.006" 0.135" 0.095" 0.032" Perm. set Mullion (3) 0.167" 0.015" Door T (1) 4358" 0.131" Door B (2) 1.498" 0.000" Mullion (3) 0. 15' 0.033" Rarnesh Patcl. P. E, Florida a-cV.-VO-250224 June 6, 2000 Page 6 of$ STANLEY DOOR SYSTEMS Report No. CTLA554W STATIC AIR PRESSURE TESTS ConL Design Loads + 50.0 psf, - 50.0 psf. Specimen 3 OXXO (out -swing) Range of test time actual load deflection perm. set Positive loads seconds) psf 1/2 Test 30 37.5 Design 30 50.0 Mullion (3) 0340" 0.011" Test 30 75.0 Door T (1) OS 16" 0.I39" Door B (2) 0399" 0.08T' Mullion (3) 0.369" 0.032" Range of test time actual load deflection perm. set Negative loads seconds) psf 1/2 Test 30 37.5 Design . 30 50.0 Mullion (3) 0.150" 0.015" Test 30 75.0 Door T (1) 4.217" 0.106" Door B (2) 1399" 0.000" Mullion (3) 0288" 0.034" Design Loads + 50.0 psf, - 50.0 psf. Specimen 4 OXXO (out -swing) Range of test time actual load deflection perm. set Positive loads seconds) psf 12 Test 30 37.5 Design 30 50.0 Mullion (3) 0320" 0.015" Test 30 75.0 Door T (1) 0392" 0.010" Door B (2) 0.455" 0.120" Mullion (3) 0.530" 0.054" Range of test time actual load deflection perm. set Negative loads seconds) psf 12 Test 30 37.5 Design 30 50.0 Mullion (3) 0.152" 0.019" Tcs: 30 75.0 Door (1) 3.475" 0.259" Door B (2) 1.370" 0.000" Mullion (3) 0.400" 0.002" Note Allowable Deflections & Sets For Specimens No. 1, 2,3 & 4: 3) Mullion - Max. allowable deflection at design load (L/180) 97.625 / 180 = 0.542" 1) Door T - Max. allowable perm. set at test load (0.4% of span) .004 x 96.0 = 0394" 2) Door B - Max allowable perm. set at test load (0.4% of span) .004 x 96.0 = 0384" 3) Mullion - Max. allowable perm, set at test load (0.4% of span) .004 x 97.525 = 0.3905" Ramcsh Patel, P. -, rrlorida cg. # 20=4 June 6, 2000 Page 7 of 8 STAh1EY DOOR SYSTEMS Repot No. CTI.A 554M 5) DRAWRiGS TO BE SUBMITTED: 1. Drawing no. 39638 sheets 1 through 7 2. Imperial Astragal spec sheet 2911E 1 & 2 of 4 3. Trinity Glass drawing no. 460 4. Western Reserve drawing no. 461 5. ODL drawing no. EXP 2911 6. Stanley drawing no. 18493 7. Stanley drawing no. 00258 8. Stanley drawing no. EXP 2911A 9. Schlegel QDS-650 Spec sheets 10. Kw kset latch spec sheet 11. Kwiikset deadbolt spec sheet 12. Stanley lfmge drawing no. 07728 13. Stanley drawing no. 250465 14. Stanley drawing no. 250469 Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The film was used in a manner that did not influence the test results. Remarks: The results obtained and reported apply only to the specimens tested. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report A copy of this report along with representative sections of the test Specimen will be retained by CTL for a period of ten (10) years. The results obtained apply only to the specimen tested. This test report does not constitute certification of this product, but only that the above test Results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above referenced specifications. Certified Testing Laboratories assumes that all information provided by the client is accurate and that the physical and chemical properties of the components are as stated by the manufacture:. Observers: Rick Wright — Consultant, R.W. Building Consultants, Inc. Dade County Witness: Not present , Ramesh Parcel, P. E., Florida Reg. R 20224 June 6, 2000 Page g or$ STANLEY DOOR SYSTEMS Repon No. CTLA 554W All Tests Witnessed by: Ramesh Patel P.E. Chris Bennet CTL Ted Scanlon CTL Ramesh Patel, P. E. Florida Reg R 20224 June 6, 2000 Certified Vesting Laboratories, Inc. Christopher Benner Laboratory Manager. Architectural Division cc: Stanley Door Systems (2) Rick Wright (2) Ramesh Patel (1) File (1) SEC 5 ?0 3 C RTIFIED ESTING ABORATORIES Architectural Division • 7252 Narcoossee Rd. • Orlando, FL 32822 \ 407) 384-7744 9 Fax (407) 384-7751 Q Web Site: www.ctlarch.com o E-mail: ctlarch.com Report CTLA-744W-B Report Date:. November 15, 2001 STRUCTURAL PERFORMANCE TEST REPORT Client: M I HOME PRODUCTS 650 WEST MARKET STREET P.O. BOX 370 GRATZ, PA_ 17030-0370 Product Type and Series: Model 470 HP Aluminum Sliding Glass Door SGD-R40 (144" x 80") Actual Structural Pressure D/P + 40 psf = Structural Test Pressure 60 psf Actual Structural Pressure D/P - 40 psf = Structural Test Pressure 60 psf Test Specification: A 101/I.S. 2-97, "Voluntary Specification for Ahnninum, Vinyl (PVC) Wood Windows and Glass Doors". Test Specimen Frame: The extruded aluminum train frame measured 143.75"x 80.25" overall. Coped and butted comer construction secured with two (2) #8 x .750", PH.,pan head, SMS each corner. (Two 2) panel track) Configuration: OXO as viewed from the exterior left to right. Panels: Two (2) fixed panels and one (1) active panel in center, measuring 48.25" x 78.5".One (1) astragal fixed panel left of center measuring 48.75" x 78.5". One (1) fixed panel right of center measuring 47.5" z 78.5" Clear lite opening for each measured 45"x 75". Coped and butted corner construction secured with one (1) #8x .75" Pan head, S.M.S. fastener at each corner. Weatherstripping: Quantity Three (3) strips Two (2) strips Two (2) strips One (1) strip Hardware & Location: Quantity One (1) One (1) One (1) One (1) Description Woolpile with integral plastic fin .170" high Woolpile .300" high Woolpile with integral plastic fin .170" high Woolpile .300" high Location Each Frame head/ left and right jambs Active panel bottom rail Inactive interlock panel stile Threshold Description Location Single steel roller Active panel bottom assembly in steel housing rail each corner Flush mount mortise lock Active panel lock stile midspan Metallic keeper Astragal panel lock stile midspa^. Panel stop Left jamb _ - Page: 2 of 3 M I. Home Products Report # CTLA-744W-B i Glazing: 5/32" Clear tempered glass, channel or marine glazed with vinyl wrap around glazing gasket talant: A silicone type sealant was used to seal the main frame to the wooden test buck (interior 8t exterior). A narrow joint/ silicone type sealant was used at each Game comer. Weep System: Two (2) weep notches located on frame sill .750" from each jamb. Reinforcements: One (1) aluminum C- Bar measuring 3" x 1.421" x .250" located on active panel left stile. Secured with seven (7) #8 x .500" P.H., flat head fasteners. One (1) aluminum L shaped bracket measuring .125" x 1.500" x 2.250" located on frame head secured with #8 x 75",P.H.,pan bead,S.M.S. fasteners.. Additional Description: N/A Installation: Head: Fourteen (14) 98 x 1.50" P.H., pan head, S.M.S. were used in two (2) parallel rows of seven (7). Measuring from left jamb 3.75", 28", 52", 73", 95.75",115" and 139.75". . Sill: Seven (7) #8 x 1.25" P.H., flat head, S.M.S. were used on sill. Measuring from left jamb 5.75", 24", 48", 70", 95", 116" and 137.75". Jambs: Eight (9) #8 x 1.25", P.H., S.S., S.M.S. were used in two (2) parallel rows of four 4). Measuring from head 3.5", 38", 42" and 74.5". Surface Finish: Mill Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The film was used in a manner that did not influence the test results Performance Test Results Paragraph No. Title of Test Method Measured Allowed ASTM E283-91 2.1.2 Air Infiltration 24 cfin/ft2 • 34 cfm/ft2 @ 1.57 psf This test specimen exceeds performance levels specified in AAMAINWWDA 101/I.S-97. Results reflected in two (2) decimals at the clients request. 2.1.3/4.3 Water Resistance ASTM E547-93 No Entry No Entry S.Ogph/ft Four (4) five (5) minute cycles WTP= 5.25 psf ASTM E 331-93 No Entry No Entry One (1) fifteen (15) minute cycle Unit tested with and without insect screen. 2.1.3/4.3 Water Resistance ASTM E547-93 No Entry No Entry S.Ogph/ft Four (4) five (5) minute cycles WTP= 6 psf ASTM E 331-93 No Entry No Entry One (1) fifteen (15) minute cycle Unit tested with and without insect screen. Page: 3 of 3 M. L Home Products Report # CTLA-744W-B 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-90 Permanent Deformation Ten (10) second loading @ 60 psf Positive 069" 314" 60 psf Negative 271" 314" 2.1.8 - Forced Entry Resistance AAMA 1303.5-76 Test A 0" 2" Test B 0" 1/2" Test C 0" h" Test D, E & F 0" h" Test G 0" 1/01 2.2.1-9.5.1 Operating Force A 101/I.S-97 Measured to openho keep in motion Allowable to openho keep in motion Active Panel 15 lbs. 12 lbs. 30 lbs. 201bs. 2.2.19.5.2 Deglazing ASTM E987-98 Top Rail 70 lbs. 017"= 3.4% <100% Bottom Rail 70 Ibs. 015 "= 3.0% <100% Lead Stile 50 lbs. 020"= 4.0% <100% Interlock Stile 501bs. 022"= 4.4% <100% Test Date: August 4, 2001 Test Completion Date: August 4, 2001 Remarks: Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by CTL for a period of four (4) years. The results obtained apply only to the specimen tested. This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above referenced specifications. Certified Testing Laboratories assumes that all information provided by the clients is accurate and that the physical and chemical properties of the components are as stated by the manufacturer. Certified Testing Laboratories, Inc. Christopher Bennett Lab Manager Architechnal Division cc: M. 1. Home Products (2) A.L.I. (2) Ramesh Patel P.E. (1) File (1) rCITYOFSANrmQRO DEC 15 ?003 RECEIVED I mi HOME PRODUCTS MI Home Products, Inc. 650 West Market St. P.O. Box 370 Gratz, PA 17030-0370 717) 365-3300 717) 362-7025 Fax 740/744 SINGLE HUNG (FIN & FLANGE) 165 SINGLE HUNG (FIN &FLANGE) BB 165/740/744 FIXED (FIN & FLANGE) Test Reports 165 Single Hung CTLA-787W (Fin) CTLA-787W-1 (Flange) 740/744 Single Hung 01-40351.03 (Fin) 01-40351.04 (Flange) 165/740/744 Fixed NCTL-310-0005-2.1 (Fin) NCTL-310-0005-5.1 (Flange) 01-40486.03 (2-Panel Fixed) Installation Instructions Sample 110/120/140 MPH Labels Concrete or Masonry Opening i Perlmetor Caulk, By Olhera Alao between flange and buck H !ad e Flange Type Window Head Tapcon Caulk Between Buck and Masonry Opening By Others Wood Buck by others w 0 t3 o doss as Required Flonge Tra Window frame SM P.,kn... Ca Ak Sill y aim•.• -T stool By Othersta A a v Eoa ' Pre —Coat S111 By Others _ o 1. Shim as required at each Installation anchor as shown, with load bearing shim. 2. Anchor must be of sufficient length to provide 1 1/4' min. embedment Into masonry or concrete. 3. Caulk between window flange and buck. 4. Caulk full perimeter of window. 5. If exact window size Is not given, use anchor quantity for next larger window in chart. 6. Gloss thickness will vary with window size and design load, and must comfy n with ASTM E1300. 1C317Q71lllU 7. Letter designations on the topcon location chart indicate where anchors are to be installed using the elevation as a key. 8. All factory applied holes not designated for topcon• should be filled with 8 screws of sufficient Ith. to provide 5/8' min. embedment into wood buck. TAPCON * LOCATION CHART CODE WINDOW ID FASTENER LOCATIONS Concrete or Masonry OpenIn Outside Dimension II' MIN' PENETRATION 512E 12 SIZE DP35 10 W52 OP52.1 TO OP70.8 t8 1/8 a 25 A. C A. C Perimeter Caulk 13 14 18 1/8 a 37 3/8 18 1/8 a 49 58 A. C A. C Caulk Between 15 18 1/8 x 62 A. C A. B. C Flange and Buck 16 18 1/8 a 71 1/4 A. C A. B. C 1/2 32 25 1/2 x 25 A. C A. C 1/2 33 25 1/2 a 37 3/8 A. C A. C 1/2 34 25 1/2 a 49 5/8 A. C A. 8. C 12 35o1/2 36 2521/2/x 7181/4 A. B. C A. 0, C n Jamb 22 a 37 3/ 8innimnd24 • 32363xABCCA. BCC 245 36 a 55 1/4 A. B. C A. B. C JK7 a ° a 25 36 x 62 26 36x71 1/4 A.B.0 A.B8C.0 52 1/8 x 25 A. C A. C VA'SHIMf}' SHIM 33 52 1/8 x 37 3/8 A. C A. B. C BUCK G . a a 34 52 1/8 a 49 5/e A. B. C A. B. C 345 • 52 1/8 a 55 1/4 A. B. C A. B. C. 0 35 52 1/8 x 62 Al 8. C A. B. C. D Topton 36 52 1/8 x 71 1/4 A. B. C. 0 A. B. C. D. E Inside Dimension — Wood Buck By Others Caulk Between Buck and Opening 0 0 A E a Caulk Between Flange and Pre —Cost S01 C —'{- •— C l 1 EXTERIOR ELEVATION Ot —A-t TAPCON' TYPE IIARDENED MASONRY SCREWS INCLUDE TAPCON. RAWI. R SIMPSON Design Pressure voluse fluted above are In PSF aoM INSTALLATION INSTRUCTIONS FASTENER SCHEDULE W..a S.W. WIN. 1/15/02 W` rema,ee 740/744 SINGLE HUNG fe NONEq can er' R INST740 n AAMA/NWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIESIMODEL: 740/744 TYPE: Aluminum Single Hung Window with Flange Title of Test Results Rating H-R45 53 x 73 Overall Design Pressure 45 psf Operating Force 23 lbs max. Air Infiltration 0.10 cfm/fft Water Resistance 6.75 psf Structural Test Pressure 67.5 psf 70.8 psf Deglazing Passed Forced Entry Resistance Grade 10 Reference should be made to Report No. 01-40351.04 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. Mark A. Hess, Technician MAH: baw--.... _ S FEIVRVAAy 2 ONO i Ak Architectural Testing AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.04 Test Date: 10/22/01 And: 10/23/01 Report Date: 02/ 14/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/744, aluminum single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for an H-R45 53 x 73 rating. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA 101A.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744 Type: Aluminum Single Hung Window With Flange Overall Size: 4' 4-7/8" wide by 60-1/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear, tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Court York, PA 17402.9405 phone: 717.764.7700 fax: 717.764.4129 www. testati.com As rzefL/QOCY 20o 2 01-403 51.04 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description Quantity' Location 0.330" high by 0.187" 1 Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail backed polypile with center fin 3/8" *diameter hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0.150" high by 0.187" 1 Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed corners fastened with two screws each. Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting rail/jamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with coped and butted corners fastened with one screw each. Screen Construction: The screen frame was constructed from roll formed aluminum members with plastic keyed corners. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware: Description Ouantity Location Plastic tilt latch 2 One each end of the interior meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per jamb Screen tension spring 2 One per end of screen stile Tilt pin 2 One each end of bottom,raii_. J' 4'E6RWA.4 y. z..Z. i 01403 51.04 Page 3 of 4 Test Specimen Description: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. Installation: The test buck was fabricated from 2 x 8 42 Spruce -Pine -Fir. The unit was secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4" below meeting rail and 1" from head. The head utilized drywall screws 3-1/2" from jambs and midspan. Exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force 23 lbs 30 lbs max. 2.1.2 Air Infiltration per ASTM E 283 (See Note 41) @ 1.57 psf (25 mph) 0.10 cfm/ft2 0.30 cfm/ft2 max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/NWWDA 101/LS. 2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547-96 with and without screen) WTP = 2.86 psf See Note #2 No leakage Note #2: The client opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance". 2.1.4.2 Uniform Load Structural per ASTM E 330-97 Measurements were taken on the meeting rail) @22.5 psf (positive) 0.20" max. a 22.5 psf (negative) See Note 92 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12% 0.50"/100% Bottom rail 0.06"/12% 0.50"/.100% In remaining direction at 50 lbs Left stile 0.03"/6% 0.50"/100% Right stile 0.03"/6% 0.5011/100%. S F QRu lJr ZDo7- 0140351.04 Page 4 of 4 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed 2.1.8 Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A 1 thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547-96 with and without screen) WTP = 6.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330-97 easurements were taken on the meeting rail) oads held for 52 seconds) 45.0 psf (positive) 0.95* I 0.29" max. 45.0 psf (negative) 0.79* 0.29" max. Exceeds U175 for deflection, but meets all other test requirements 4.4.2 Uniform Load Structural per ASTM E 330-97 Measurements were taken on the meeting rail) Loads held for 10 seconds) @ 67.5 psf (positive) 0.14" 0.20" max. @ 67.5 psf (negative) 0.16" 0.20" max. 4.4.2 @ 70.8 psf (negative) 0.19" 0.20" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC: Mark A. Hess Technician MAH:baw 01-40351.04 Allen N. Reeves. P.E. Director — Engineering Services FEB.Pv ty Zooz N DOCUMENT CONTROL ADDENDUM #01-40351.00 Current Issue Date: 02/14/02 Report No.: 0140351.01 Requested by: William Emley, MI Home Products, Inc. Purpose: AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 744 aluminum single hung window with flange. Issued Date: 12/28/01 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated. Laboratories, Inc. Report No.: 01-40351.02 Requested by: William Emley, MI Home Products, Inc. Purpose: Change of glass type. Issued Date: 12/28/01 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories. Report No.: 01-40351.03 Requested by: William Emley, MI Home Products, Inc. Purpose: AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 740/744 aluminum single hung window with nail fin. Issued Date: 02/14/02 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories, Inc. Report No.: 01-40351.04 Requested by: William Emley, MI Home Products, Inc. Purpose: Revised Report No. 01-40351.01 Issued Date: 02/14/02 Comments: Changed Series/Model from 744 to 740/744 and unit size from 52 x 71 to 53 x 73. Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories, Inc. S F E,B,? v.r Ay Zoo AAMA/NWWDA 101/1.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744 TYPE: Aluminum Single Hung Window with Nail Finep Title of Test Results Rating H R45 52 x 72 Overall Design Pressure 45 psf Operating Force 24 lb max. Air Infiltration 0.10 cfm/ft Water Resistance 6.75 psf Structural Test Pressure 67.5 psf 70.8 psf Deglazing Passed Forced Entry Resistance Grade 10 Reference should be made to Report No. 01-40351.03 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. - Mark A. Hess, Technician - MAH: baw /S" FEQR.o/y ZeoZ Ak Architectural Testing AAMAINWWDA 101/I.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.03 Test Dates: 10/22/01 And: 10/23/01 Report Date: 02/15/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/744, aluminum single hung window at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for a H-R45 52 x 72 rating. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744 Type: Aluminum Single Hung Window With Nail Fin Overall Size: 4' 4-1/8" wide by 5' 11-5/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-5/8" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry Court York, PA 17402.9405 phone:717.764.7700 fax: 717:764.4129 www.testati.com 0140351.03 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description Ouantit Location 0.330" high by 0.187" 1 Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail backed polypile with center fin 3/8" diameter hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0.150" high by 0.187" 1 Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed comers fastened with two screws each. Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting rail/jamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with coped and butted comers fastened with one screw each. Screen Construction: The screen frame was constructed from roll -formed aluminum members with plastic keyed corners. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware: Descriptio Ouantity Location Plastic tilt latch 2 One each end of the interior Meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per jamb Screen tension sprina 2 One per end of screen stile Tilt pin 2 One each end of bottom rail 5 F'f,BR VA'QY 200: - _ s Test Specimen Description: (Continued) Drainage: Sloped sill Reinforcement: No reinforcement was utilized. 01-40351.03 Page 3 of 4 Installation: The test specimen was installed into the 42 2 x 8 Spruce -Pine -Fir wood buck with 1" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was used as a sealant under the nail fin and around the exterior perimeter. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force 24 lbs 30 lbs max. 2.1.2 Air Infiltration (ASTM E 283) @ 1.57 psf (25 mph) 0.10 cfm/ft 0.30 cfm/ft max. Note #1: The tested specimen meets the performance levels specified in AAAWNWWDA 101/I.S. 2-97 for air infiltration. n 2.1.3 Water Resistance (ASTM E 547-96) with and without screen) WTP = 6.75 psf No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM E 330 ' Measurements reported were taken on the meeting rail) Loads were held for 52 seconds) 915.0 psf (positive) 0.86"* 0.29" max. a 15.0 psf (negative) 0.81 "* 0.29" max. Note: * Exceeds L1175 for deflection, but meets all other test requirements. 2.1.4.2 Uniform Load Structural per ASTM E 330 Measurements reported were taken on the meeting rail) Loads were held for 10 seconds) @ 22.5 psf (positive) 0.01" 0.20" max. @ 22.5 psf (negative) <0.01" 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12% 0.50"/100% Bottom rail 0.06"/12% 0.50"/100% In remainine direction at 50 lbs Left stile Right stile 0.03"/6% 0.5'4.170% 0.03"/6% 0.50"-' 100% IS c"40A4y loci - . . AL Test Results: (Continued) Paragraph Title of Test - Test Method Results 2.1.8 Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry Test Al thru AS No entry Test A7 No entry Lock Manipulation Test No entry Optional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 Measurements reported were taken on the meting rail) Loads were held for 52 seconds) @ 45.0 psf (positive) 0.9111* @ 45.0 psf (negative) 0.97"* Exceeds L11 75for deflection, but meets all other test requirements. 4. 4.2 Uniform Load Structural per ASTM E 330 Measurements reported were taken on the meeting rail) Loads held for 10 seconds) @ 67.5 psf (positive) 0.14" @ 67.5 psf (negative) 0.19" 4. 4.2 @ 70.8 psf (negative) 0.20" 01- 40351.03 Page 4 of 4 Allowed No entry No entry No entry No entry 0. 29" max. 0. 29" max. 0. 20" max. 0. 20" max.. 0. 20" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC: Mark A. Hess t Technician MAH: baw 0140351. 03 Allen N. Reeves, P.E. Director - Engineering Services Ak 1000 DOCUMENT CONTROL ADDENDUM #01-40351.00 Current Issue Date: 02/15/02 Report No.: 01-40351.01 Requested by: William Emley, MI Home Products, Inc. Purpose: AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 744 aluminum single hung window with flange. Issued Date: 12/28/01 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories, Inc. Report No.: 01-40351.02 Requested by: William Emley, MI Home Products, Inc. Purpose: Change of glass type. Issued Date: 12/28/01 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories. Report No.: 0140351.03 Requested by: William Emley, MI Home Products, Inc. Purpose: AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 740/744 aluminum single hung window with nail fin. Issued Date: 02/15/02 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories, Inc. DEC 15 2003 y14 yaY Permit No. State of Florida County of Seminole NOTICE OF COMMENCEMENT Tax Folio No'.. 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. - 1. Description ofpropertyLoegal description gfthe property and street address if available) l e55 1 /1 L 5 ©N TX 11SEM1NUL Ak k loaf 6 , 1.312 Wh 51w 5nhln/ 2. General description of improvem nt: N co , e I 3. Owner information a. Name and address Edckfrer n Rlfj tj?,--&enoe b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) Contractor Name and address. rz 92 b. Phone number ry07)qq 7-6,414 Fax number (' D 4CV 5. Suretya. Name and address z y) v IT PREPAREDB*. THIS INSiRUMWIMf b. Phone number MAP Tole iPrFax number c. Amount of bond dn' 6. Lender D U K. 71 a h r 9i a. Name andaddressJ9b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be erved as = e provided by Section 713.13(1)(a)7., Florida Statutes: o a. Name and address c b. Phone number Fax number d 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided id Section 713.13(1)( b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ignature of Owner E J e 9. G--r'P,l Sworn to (or affirmed) and subscribed before me this 9 day of 4 , 20 b 3 , by W11HLUI GUNr Personally Known OR Produced Identification MARYANNE MORSE Type of Identification Produced -16 — JL je,-'7}L1a 9 OLERK OF CIRCUIT COURT JEM COUNTY FL RIDA A i l. C ' •+,'!p''• PATRICIA DEBOSE Signature of Notary Public, State of Florida MY COMMISSION N CC 982956 BEfi1TY Et£RK Commission Expires: Mc. L.c.c % - 9 ThNEN March d ftU nh .. [OCT 2 9 200 CITY OF SANFORD BUILDING DIVISION OWNER/BU [LDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or hvo-family residence or a farm outbuilding. You may also build or improve a commercial building, provided vour costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You 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 your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tar and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. mac' )eAfl,- 10-aq-03 Owner/Builder Signature Date E +d rt e R • Gree•i Print Owner/Builder Name PATRICIA DEBOSE MY COMMISSION & CC 982956 EXPIRES: March 19, 2005 Signature of Notary —State of Florida Date '?Rf Bonded ThruNotary Public underwriters Owner is Personally Known to Me or has Produced ID Cd !y ,5"E a - o a q o CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure -by the owner -builder within I year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. Yoti have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You 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 your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.CA. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, _b/uilding codes, and zoning regulations. 1 • - ddie K -4Lvzn do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Aac, /,Ll) 9 03 Owner/Builder Signature Date E-dr/s't /4, G,ee l Print Owner/Builder Name QA I & -Le-A., _6A_tw_ I 0-99-o3 Signature of Notary -State of Florida Date Owner is Personally Known to Me or has Produced ID -G. (oSs - 1(a - 47-70390 — rrr r ] PATRICIA DEE r MY COMMISSION 82956 pq EXPIRES: Marc11972 005 Bonded Thru Notary Puberwriters CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within I year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. Fot- the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within I year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensediperson to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You 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 your building. who is not licensed must work under your direct supervision and must be employed bN, you, which meant; that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances; building codes, and zoning regulations. I. Fd(,e k 6,,erw , do hereby state that I am qualified and capable of performing the requested construction invorved with the permit application filed. I will assume full responsibility as an 0«mer/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Owner/Builder Signature Date Print Owner/Builder Name QA'1_L 46LLW_ /D -49-bs Signature of Notary -State of Florida Date Owner is Personally Known to Me or his Produced ID LeGm=a16 PATRICIA DEBOSE MY COMMISSION # CC 982956 EXPIRES: March 19, 2005 F( Bondad TAru Notary Pub& Undenrdtera CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I, rW L- 4. 6-ee/l , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an ONner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. ie %f 10-,)q 03 Owner/Builder Signature Date Cdd"e R, G%PP'? Print Owner/Builder Name q—a 3 ignature of Notary —State of Florida Date Owner is Personally Known to Me or has Produced ID GL&--nd-a lla—916,7! L) APATRICIA DEBOSE XMY COMMISSION # CC 982956 a EXPIRES: March 19, 2005 Bonded Thru Notary Public Underwriters CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I, E-do%?- 'Ar. CP 4 do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an OwncrBuilder Contractor, and will personally supervise all work allowed by law on the permitted structure. j Owner/Builder Signature Date L d (lie, K -6111-M Print Owner/Builder Name 0 Signature of Notary -State of Florida Date Owner is Personally Known to Me or has Produced & rZ - a 14 - /)/)a a:" PATRICIA DEWSE r MY COMMISSION # CC 982956 EXPIRES: March 19 2005 Bonded Thru Notary Put* Underwn!era City of Sanford Building Division Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: I . Garages/Carports (o y sq. ft. 2. Porches[Entries q1 sq. ft. 3. Patio(s) 4. Conditioned Structure % sq. ft. 5. Total Gross Area —sq. ft. 3. Three (3) sets of completed Florida Energy Code Forms. 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. C. Property ownership verification. f. Drivewav permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors «ill be subject to penalty under city ordinances. Date 0 -a 03 Owner/Agent Signature Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 rARCEL DETAIL RP.At. FSTATr 5f1NA1. TRATit TAX N mill GENERAL Parcel Id: 25-19-30-5AI-0816-0070 Tax District: S1-SANFORD Owner: GREEN EDDIE R Exemptions: Address: 2181 BRISSON AVE City,State,ZipCode: SANFORD FL 32771 Property Address: 7TH ST W SANFORD 32771 Subdivision Name: SEMINOLE PARK Dor: 00-VACANT RESIDENTIAL Q • ; Back jk Ar 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $7,690 Land Value Ag: $0 Just/Market Value: $7,690 Assessed Value (SOH): $7,690 Exempt Value: $0 Taxable Value: $7,690 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $160 TAX DEED 01/2003 04682 0773 $3,800 Vacant 2003 Taxable Value: $7,690 QUIT CLAIM DEED 08/1989 02100 0832 $100 Vacant DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Unit Land LEG LOT 7 (LESS RY) & E 1/2 VACD ST ADJ ON Units Price Value W BLK 8 TR 16 SEMINOLE PARK FRONT FOOT & 89 133 .000 90.00 $7,690 PB 2 PG 75 DEPTH NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax If a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminoIe_county_title?PARCE L=2519305AI08160(... 12/3/2003 1 3, 6 2 - 0 0 2s"24-00 24- 00 2 0 10 2 1 024.00 6 00 1 Y E. 8 3 6 - 0 0 0 2 7 7 2, 4 - X 40- z 12- X 18. 2 U` 3 6 - 2- X 0.01 A - 18 1 ( 11 - c 650-00 650 0 01 1. 1 0 0 0 t I '10 0 .'(,, G 4 0 0 - 0 (j FOkM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: GREEN DUPLEX Builder: OWNER Address: I •3 k, / 3 /'.1 1\J . 7 / h s' %F >` Permitting Office: SANFORD BUILDING City, State: SANFORD, FL 32771- Permit Number: Owner: EDDIE GREEN Jurisdiction Number: Climate Zone: Central l . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. is this a worst case? 6. Conditioned floor area (III) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Light Weight - Int Insul, Exterior b. Concrete, Light Weight - Int Insul, Exterior c. Concrete, Light Weight - Int Insul, Exterior d. Frame, Wood, Exterior e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. Sup: Unc. Ret: Con. Ali: Interior New _ 12. Cooling systems Multi -family _ a. Central Unit 2 _ 6 _ b. Central Unit No _ 2369 ft- c. N/A 148.1 112 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. Electric Heat Pump R=0.0, 229.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 826.6 112 _ R=3.0, 338.6 112 _ b. Electric Resistance R=3.0, 142.4 112 R=11.0, 145.6 112 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=I9.0,2.729 ft= _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, tIF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 70.0 ft _ RB-Attic radiant barrier, Sup. R=6.0, 70.0 111 MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.06 Total as -built points: 31231.00 PASSTotalbasepoints: 39051.00 I hereby certify that the plans and specifications covered by this calculation are in comp iance with the Florida Energy Code. PREPARED BY: DATE: ` I hereby certify that thi buil ing as designed, is in compliance with the Florida y Code. OWNER/AGENT: DATE: Zd Cap: 30.0 kBtu/hr _ SEER:10.00 _ Cap: 30.0 kBtu/hr SEER:10.00 _ Cap: 20.0 kBtu/hr _ HSPF:6.80 _ Cap: 20.0 kBtu/hr _ HSPF: 6.80 Cap: 40.0 gallons _ EF: 0.90 _ Cap: 40.0 gallons _ EF: 0.90 CF, _ Review of the plans and specifications covered by this *VoFTHE sTgr o calculation indicates compliance yii a`,O with the Florida Energy Code. Before construction is completed a this building will be inspected for a compliance with Section 553.908 Florida Statutes. t BUILDING OFFICIAL: DATE: EneravGauoe® (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 Z 7Z`4 42.08 2C r63Z. Single, Clear E 1.0 8.0 21.3 59.31 0.99 1249.1 Single, Clear S 1.0 8.0 58.8 44.66 0.98 2581.5 Single, Clear W 1.0 8.0 21.3 53.47 0.99 1126.7 Single, Clear N 1.0 8.0 46.8 27.96 0.99 1296.3 As -Built Total: 148.1 6253.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adajcent 0.0 0.0 0.0 Concrete, Lt Wt Int Insul, Exterior 3.0 826.6 1.10 909.2 Exterior 1453.2 1.90 2761.0 Concrete, Lt Wt Int Insul, Exterior 3.0 338.6 1.10 372.5 Concrete, Lt Wt Int Insul, Exterior 3.0 142.4 1.10 156.6 Frame, Wood, Exterior 11.0 145.6 1.90 276.6 Base Total: 1453.2 2761.0 As -Built Total: 1463.2 1716.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 0.0 0.00 0.0 Exterior Wood 80.0 7.20 576.0 Exterior 80.0 4.80 384.0 Base Total: 80.0 384.0 As-Bullt Total: 80.0 576.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic Z i -7 2-14 0,60 Under Attic 19.0 2369.0 1.10 2605.9 Base Total: 2, 7 7- y i 3 As-Bullt Total: 2369.0 2606.9 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 229.0(p) -31.8 7282.2 Slab, -On -Grade Edge Insulation 0.0 229.0(p) 31.90 7305.1 Raised 0.0 0.00 0.0 Base Total: 7282.2 As -Built Total: 7306.1 INFILTRATION Area X BSPM Points Area X SPM Points 23%.0 14.31 33900.4 23%.0 14.31 33900.4 Summer Base Points: 49127.3 Summer As -Built Points: 37745.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 37745.6 0.500 0.971 0.341 0.950 5936.1 37745.6 0.500 0.971 0.341 0.950 5936.1 49127.3 0.3577 17572.8 37745.6 1.00 0.971 0.341 0.950 11872.1 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:- PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 2369.0 4.79 2042A Single, Clear E 1.0 8.0 21.3 9.96 1.01 212.9 Single, Clear S 1.0 8.0 58.8 7.73 1.00 452.3 Single, Clear W 1.0 8.0 21.3 10.74 1.00 228.3 Single, Clear N 1.0 8.0 46.8 12.32 1.00 575.7 As$uilt Total: 148.1 1469.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Concrete, Lt Wt Int Insul, Exterior 3.0 826.6 3.10 2562.4 Exterior 1453.2 2.00 2906.3 Concrete, Lt Wt Int Insul, Exterior 3.0 338.6 3.10 1049.7 Concrete, Lt Wt Int Insul, Exterior 3.0 142.4 3.10 441.4 Frame, Wood, Exterior 11.0 145.6 2.00 291.2 Base Total: 1463.2 2906.3 As -Built Total: 1453.2 4344.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 80.0 7.60 608.0 Exterior 80.0 5.10 408.0 Base Total: 80.0 408.0 As$uilt Total: 80.0 608.0 CEILING TYPESArea X BWPM Points Type R-Value Area X WPM = Points Under Attic 2369.0 0.60 1421.4 Under Attic 19.0 2369.0 1.00 2369.0 Base Total: 2369.0 1421.4 As -Built Total: 2369.0 2369.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 229.0(p) -1.9 435.1 Slab -On -Grade Edge Insulation 0.0 229.0(p) 2.50 572.5 Raised 0.0 0.00 0.0 Base Total: 435.1 As -Built Total: 572.5 INFILTRATION Area X BWPM Points Area X WPM Points 2369.0 -0.28 663.3 2369.0 0.28 60.3 Winter Base Points: 5679.7 Winter As -Built Points: 8700.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 8700.0 0.500 0.989 0.502 1.000 2158.4 8700.0 0.500 0.989 0.502 1.000 2158.4 5679.7 1.0730 6094.3 8700.0 1.00 0.989 0.502 1.000 4316.8 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 6 2564.00 15384.0 40.0 0.90 6 0.50 2507.02 1.00 7521.1 40.0 0.90 6 0.50 2507.02 1.00 7521.1 AsZuitt Total: 15042.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 17572.8 6094.3 15384.0 39051.1 11872.1 4316.8 15042.1 31231.0 PASS 4X f E633 EneravGauaeT" DCA Form 60OA-97 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS:' PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfnVsq.ft. window area: .5 cf .ft. door area. Exterior & Adjacent Walls 6D6.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation 8 wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between wails and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1 ABC.1.2.2 Penetrations/openings >1/8' sealed unless backed by truss or joint members. EXCEPTION: Frame Floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between waits 8 ceilings; penetrations of ceiling plane of top fkxx; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that Is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 6D6.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed 'inside a sealed box with 1 /2" clearance & 3' from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-99 nTHFR PRFSCRIPTNF MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff must be provided. External or built-in heat trap required. Swimming Pools & Spas 612A Spas 8 heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling 8 fkxxs R-11. EnerovGauae^' DCA Form 60DA97 EneravGauae®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.0 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Multi -family _ a. Central Unit Cap: 30.0 kBtu/hr _ 3. Number of units, if multi -family 2 - SEER:10.00 - 4. Number of Bedrooms 6 - b. Central Unit Cap: 30.0 kBtu/hr - 5. Is this a worst case? No - SEER: 10.00 - 6. Conditioned floor area (ft2) 2369 112 c. N/A 7. Glass area & type a. Clear - single pane 148.1 ft - 13. Heating systems b. Clear - double pane 0.0 ft, a. Electric Heat Pump Cap: 20.0 kBtu/hr - c. Tint/other SC/SHGC - single pane 0.0 ft2 - HSPF: 6.80 - d. Tintlother SC/SHGC - double pane 0.0 ft2 umb. Electric Heat Pp Cap: 20.0 kBtu/hr - 8. Floor types HSPF: 6,80 a. Slab -On -Grade Edge Insulation R=0.0, 229.0(p) ft - c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons - a. Concrete, Light Weight - Int Insul, Exterior R=3.0, 826.6 ft2 - EF: 0.90 - b. Concrete, Light Weight - Int Insul, Exterior R=3.0, 338.6 112 - b. Electric Resistance Cap: 40.0 gallons - c. Concrete, Light Weight - Int Insul, Exterior R=3.0, 142.4 112 _ EF: 0.90 - d. Frame, Wood, Exterior R=l 1.0, 145.6 ft2 _ c. Conservation credits e. N/A FIR -Neat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2369.0 ft2 _ 15. HVAC credits CF, - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 70.0 ft _ RB-Attic radiant barrier, b. Sup: Unc. Ret: Con. Ali: Interior Sup. R=6.0, 70.0 ft MZ-C-Multizone cooling, MZ-H-Multizonc heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar' designation), Your home may qualify for energy efeiencv mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.jsec.uqf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. Enerev('raueeR (Version: FLRCNA-200) Adams Building Material's 2443 Airport Blvd. To: Reaction Summary Sanford, Fl 32771 E&G Enterprises Job Number: 21 Phone:407-323-2100 Fax:407-323-2268 Page: Date: 1 10-28-2003 - 11:37:30 AM Project: Duplex County Model: DUPLEX Loading shingle Project ID 38275 Contact: Site: Office: Deliver To: Account No: Designer: Mark G. Burnham Name: 1414 W. 16th St. Salesperson: Phone: Sanford Job# 38275 Fax: Seat Plates yesTentativeDeliveryDate: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 8 - 10 - 13 Joint 2 Joint 14 Joint 15 Joint 16 Joint 17 4 A01 24 - 9 - 6 ROOF TRUSS 4.00 206 lbs. 59 lbs. 151 lbs. 148 lbs. 148 lbs. 154 lbs. each I Row Lat Brace 0.00 34 lbs. 47 lbs. -75 lbs. 56 lbs. -69 lbs. 8 - 10 - 13 Joint 2 Joint 6 58 A02 24 - 9 - 6 ROOF TRUSS 4.00 973 lbs. 897 lbs. 127 lbs. each 3 Rows Lat Brace 0.00 370 lbs. 352 lbs. 1- 7- 11 Joint 2 Joint 4 Joint 6 2 B01 6-0-0 ROOF TRUSS 4.00 169 lbs. 169 lbs. 214 lbs. 22 lbs. each 0.00 134 lbs. 138 lbs. -67 lbs. 1 - 7 - 11 Joint 2 Joint 4 4 B02 6-0-0 ROOF TRUSS 4.00 274 lbs. 274 lbs. 22 lbs. each 0.00 170 lbs. 170lbs. PLZ1MS G CITY OF SWORD Job Truss Truss Type Dly Ply 38275 A01 ROOF TRUSS 4 1 Job Reference (optional) Adams t3utioing malenais, Damoro, FL .54111 a. I VV 5 N y OV LV VJ - I UK IaV V5V1(i , If1G. Man - 41 1 4.1- 1 4111 "WI I 1-0-0 24-9-6 1-0-0 24-9-6 2aE a scat. • 1:45.0 13 3.4 = 24-9-6 24-9-6 o11 LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2001/ANS195 CSI TC 0.22 BC 0.22 WB 0.11 Matrix) DEFL in (loc) Well Ud Vert(LL) n/a - n/a 999 Vert(TL) 0.02 1 >722 360 Horz(TL) 0.00 14 n/a n/a PLATES GRIP M1120 249/190 Weight 154 lb LUMBER TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 12-13 = 13 13-14 = -43 WEBS 2 X 4 SYP No.2 BOT CHORD OTHERS 2 X 4 SYP No.3 2-25 = 0 24-25 = 0 23-24 = 0 22-23 = 0 BRACING 21-22 = -1 20-21 = -1 TOP CHORD 19-20 = 1 18-19 = 1 Sheathed or 6-0-0 oc puriins, except end verticals. 17-18 = 1 16-17 = 1 BOT CHORD 15-16 = 1 14-15 = 1 Rigid ceiling directly applied or 10-0-0 oc bracing, Except WEBS 6-0-0 oc bracing: 21-22.19-21. 12-15 = -110 11-16 = -109 WEBS 10-17 = -108 9-18 = -108 T-Brace: 2 X 3 SYP No.2 - 13-14 B-19 = -107 7-21 = -111 Fasten T and I braces to narrow edge of web with 10d Common 6-22 = -104 5-23 = -121 wire nails, 9in o.c.,with 4in minimum end distance. 4-24 = -47 3-25 = -242 Brace must cover 90% of web length. NOTES (7) REACTIONS (lb/size) 1) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=4.2psf; 14 = 59/24-9.6 BCDL=5.Opsf; Category 11; Exp B; endOsed;MWFRS gable end 2 = 206/24-9-6 zone; cantilever left and right exposed ; end vertical left and right 15 = 151/24-9-6 exposed;Lumber DOL=1.33 plate grip DOL=1.33. 16 = 148/24-9.6 2) Truss designed for wind loads in the plane of the truss only. 17 = 148124-9-6 For studs exposed to wind (normal to the face), see MiTek 18 = 149/24-9-6 Standard Gable End Detail' 19 = 141/24-9-6 3) All plates are 2x4 M1120 unless otherwise indicated. 21 = 147/24-9-6 4) Gable requires continuous bottom chord bearing. 22 = 143/24-9.6 5) Gable studs spaced at 2-0-0 oc. 23 = 170/24-9-6 6) Provide mechanical connection (by others) of truss to bearing 24 = 50/24-9-6 plate capable of withstanding 46 lb uplift at joint 14, 33 lb uplift at 25 = 356/24-9-6 joint 2, 74 lb uplift at joint 15. 55lb uplift at joint 16. 68lb uplift at Max Herz joint 17. 61 lb uplift atjoinl 18, 67 lb uplift at joint 19. 67 lb uplift at 2 = 335(load case 3) joint 21, 61 lb uplift atjoinl 22, 70 lb uplift aljoint 23, 27 lb uplift at Max Uplift joint 24 and 144 lb uplift at joint 25. 14 = 46(load case 3) 7) 2 =-33(load case 2) 15 =-74(load case 2) LOAD CASE(S) 16 =-55(load case 2) Standard 17 = -08(load case 2) 18 =-61(load case 2) 19 =-67(load case 2) 21 =-67(load case 2) 22 =-61 (load case 2) 23 =-70(load case 2) 24 =-27(load case 2) J25 =-144(load case 2) FORCES (lb) - First Load Case Only OCT 20 3 TOP CHORD 1.2 = 16 2-3 = 42 3.4 = -35 4-5 = 18 5-0 _ -20 6-7 = 17 7-0 = 16 8-9 = 16 9-10 = 16 10-11 = 16 11-12 = 16 s Truss Type Oty Ply rob275 T11 ROOF TRUSS 58 1 Job Reference (optional) Aaams CUIlaing matenals, Aanyoru. rL JZ1 11 D.luu s may Je ZUUJ ml 1 ex 1nousmes. Inc. mun Vcl Lr 1 1:9G:9L LUVJ rage 1 8-9-5 16-7-3 24-9-6 1 1-" 8-9-5 7-9-14 8-2-3 3,5 II Scab - 1:45.9 5 1 i 3.4 = 3x4 = 8-9-5 16-7-3 i 24-9-6 1 - 8-9-5 7-9-14 8-2-3 3.5 = LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/den Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0,16 2-9 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.31 2-9 >945 360 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 127 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 3-9-8 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. WEBS I -Brace: 2 X 3 SYP No.2 - 4-6 T-Brace: 2 X 3 SYP No.2 - 5-6, 3-7 Fasten T and I braces to narrow edge of web with 10d Common wire nails, gin o.c.,with 4in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size) 6 = 897/0-3-6 2 = 973/0-8-0 Max Horz 2 = 412(load case 3) Max Uplift 6 = -351(load case 2) 2 =-369(load case 2) FORCES (lb) -First Load Case Only TOP CHORD 1-2 16 2-3 1993 34 1054 4-5 108 5-6 190 BOT CHORD 2-9 1816 8-9 1809 7-8 1809 6-7 936 WEBS 3-9 198 3-7 936 4-7 488 4-0 1099 NOTES (3) 1) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; endosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift atjoint 6 and 369 lb uplift at joint 2. 3) LOAD CASE(S) Standard JW - OCT 2 7 2003 Job Truss Truss Type Oty Ply 38275 B01 ROOF TRUSS 2 1 Job Reference (optional) Aoams t3u++o+ng Marena+s. Jamoro, rL JL/ r7 a may ov c... .... n "w. mun — u . ,. —, —.a ray. 3-" 6-" 7-" 1-0-0 3-" 3-" Scale • 1:12.8 4,s -- 3 I6 2M4 = bA II 2+e = 6-0-0 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) n/a n/a 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.01 5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 23 lb LUMBER TOP CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 2 = 169/6.0-0 4 = 169/6-" 6 = 214/6-" Max Horz 2 =-33(load case 5) Max Uplift 2 =-133(load case 2) 4 =-137(load case 3) 6 =-66(load rase 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 16 2-3 = 11 3-4 = -37 4-5 = 16 BOTCHORD 2.6 = 7 4.6 = 7 WEBS 3.6 = -139 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=4.2psf; BCDL=S.Opsf; Category 11; Exp B; partially;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate'grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek 'Standard Gable End Detail' 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-" oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 2, 137 lb uplift at joint 4 and 66 lb uplift at joint 6. 7) LOAD CASE(S) Standard OCT 2 7 2003 Job Truss Truss Type Oty Ply 36275 B02 ROOF TRUSS 4 1 Job Reference (optional) Aaams tsu11a1ng MatenalS. Aanlaro, rL o[r r r 1-" 3-" 4.5 o. iw s may au cvw mi i nn uwusmcs, nw. mu.. — a -- ray. . 6-0-0 3-0-0 1-0-0 Scala • 1:12.9 3-M 3-0-0 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) -0.00 6 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 5 >999 360 BCLL 0.0 Rep Stress Incr YES W8 0.02 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2001/ANSI95 Matrix) Weight: 23 lb LUMBER TOP CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6-" oc purtins. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 2 = 27410-3-0 4 = 27410-3-0 Max Herz 2 =-33(load case 5) Max Uplift 2 =-169(load case 2) 4 =-169(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 16 2-3 = -319 3-4 = -319 4-5 = 16 BOTCHORD 2-0 = 272 4-6 = 272 WEBS 3-0 = 63 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=15ft: TCDL=4.2psf; BCDL=S.Opsf; Category II; Exp B; partially:MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift atjoint 2 and 169lb uplift atjoint4. 4) LOAD CASE(S) Standard j W-, - OCT 2 7 2003 100 N - W 1\ r 1 Cl loX 4 400 10 e=w ro'( 0<- - P.- ytq rah A,"tv fj REVISIONS PERMIT #O({ - cl ADDRESS (,J/ /j CONTRACTOR 7( Ni r, DATE I -2 -/,) -0-3 06-15 / N 514 6 1-101-4 PH # W'%) 3a3-/%3 FAX # DESCPRITION OF REVISION: o un s f orl f more UTILITIES FIRE CIT OFSqgLoG-)mF oF„ NF RG RF FIUFJ 00 STRUCTURAL DESIGN SERVICES 531South S.R. 434 Suite 2005 P2510 Altamonte Springs, FL 3271,PREEN DUPLEX SDIS Phone (407) 290-2799 fax (407) 290-2953 REVISE FOOTING TO 18" DEEP AS SHOWN TYP. CONC. SLAB W/ 6x6 10/10 W.W.M. OR FIBERMESH 1 2 #5 BARS MIN 25" LAP V- 6 MIL VAPOR V BARRIER—) TERMITTTRETCOMPACTED FILL 1. 9 l 16" I, j I 8"x16" CONC. BLOCK ASSUMED GRADE REVISE FROM 8" TO 6" 6" MIN— 5 DOWEL W/ LAP 25" MIN.LAP SINGLE STORY BLOCK FOOTING DETAIL 16" X 20" Cyr .-viJJ .. OEC 0 3 Z003 18243 1T O O O 182439 • A ':, STATE OF a' v° ............ ' N' ; KEN EHLERS LICENSED PROFESSIONAL ENC 531 South S.R. 434 SUITE 20' ALTAMONTE SPRINGS, FL. 32 PE f 18243 r d . 2 . CITYOFS111 t1c DEC 15 ?00 STRUCTURAL DESIGN SERVICES 531South S.R. 434 Suite 2005 Altamonte Springs, FL 32714 SDS Phone (407) 290-2799 fax (407) 290-2953 DESIGN REQUIREMENTS A. FLOORS BALCONIES DECKS. STAIRS. LIVE LOAD IS 40PS= B P.00= LIVE LOAD IS 20 PSF NOTE THIS STRUCTURE HAS BEEN DESIGNED TO MEI OR EXCEED REQUIREMENTS OF SEC 1606 0c THE FLORIDA BUILDING CODE 2001 EDITION AND 2003 REV I BASIC WIND SPEED • 120MPH 2 WIND IMPORTANCE FACTOR -10 3 WIND EXPOSURE - CATEGORY 131 4 INTERNAL PRESSURE COEFFICIENT. (ASCE 7.99. TABLE 6.7. PG.62) ENCLOSED BUILDINGS- 0 18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (•1.0) 5 COMPONENTS AND CLADDING WINDOWS (25.97. 34 7 PSF) DOORS (24.8;.32.6 PSF) GARAGE DOORS (23.031-28 96) DUPLEX PORCH REVISION Total Allowable 9u mbosed Load PaaWs Per near Fool Mara No. Nd11'nal Clear SOen Taw L1n1N Soon F~ 1)5 T8B C 1).T(2)M50 O Filled 2p5 T a 0 E L-1 L•2 L-3 L.4 L•5 LL6 L-7 L•8 L•9 L-10 L-11 L-12 L-13 L.14 L-15 L-15 (P.S.) L-17 (P S ) L-18 (P S) L-19 (P.S.) L-20 (P.S ) L•21 (P.S) L-22 (P.S.) P6' 27 2'8' 3'S 4V' 4'6' 5.7 6T 7'0' Bt7 9Y 10V' 117, 124 12'8' 13'4' 14Z 1BtT iBtT 15,117 2M 22S 2110, 35' 417 CT 5'4' 5110' VT 7S 74- 74' 106 114 176' 174' t4v 14'r 1514' 17'4- 174- 27T 2VC 24Q 12374 12591 12567 5458 8680 8871 6868 7027 7170 5772 5902 6033 4546 4649 4753 4028 4120 4212 3382 3460 3538 2908 2975 6241 2548 2607 2215 2267 1918 1936 9 1749 1790 1B 1554 1591 t 1438 1473 159207 1356 t389 1421 1395 1448 1512 1328 1 1378 1 1437 1153 1197 1250 1019 1057 11 04 980 10, 7 t BBO 1 913 740 1 775 1 801 Note: (P.S.) nepe.all prvc-1 Imwa PleatrsoSW 1 WV 2) 7116- 01emM.r Preobe..YV S&—ds. I -zICMU wl t - -r; s Ift7tT- / n.l 1c-LEIS ZL OH NO'/ 2 U 2003 18243 CI KEN EHLERS LICENSED PROFESSIONAL ENGINEER, 531 South S.R. 434 SUITE 2005 ALTAMONTE SPRINGS. FL. 32714 PE # 18243 CITY OF SANF,RD as DEC 15 2003 RECEIVEDifil11it' C.i••• BOUNDARY SURVEY FOR: EDDAE R. GREEN DESCRIPTION: LOT 7 (LESS RAILWAY) AND THE EAST 112 OF VACATED STREET ADJACENT JW WEST, BLOCK 8. TIER 16, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Railroad Right —Of —Way____'/ W I -__;W SET 5/8"I.R. WEST 88.75' L.S.3764) Tier 16 WEST 7_TH. STREET_ PUBLIC R/W-OPEN,PAVED) I. THIS PROPERTY LIES IN FLOOD ZONE 'X', PER F.E.M.A. FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NUMBER 120294 0045 E, DATED APRIL 17. 1995. 2. TITLE DATA HAS NOT BEEN FURNISHED TO THE SURVEYOR. 3. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED. 4. NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL. 5. THIS PROPERTY LIES IN SECTION 25. TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY. FLORIDA. ABBREVIATIONS: SWAGGERTY LAND SURVEYING. INC. LICENSED BUSINESS NO.4906 1450 KASTNER PLACE. SWTE 100 P.O. BOX 2384 SANFORD. FLORIDA 32772-2384 407)322-4630 FAX (407)322-8611 C.B. DENOTES CONCRETE BLOCK W.F. WOOD FRAME RES. RESIDENCE CONC. CONCRETE A.C. AIR CONDITIONER L.S. LICENSED SURVEYOR L.B. LICENSED BUSINESS I.R. IRON ROD 1 CENTERLINE R/W RIGHT-OF-WAY LL O WZ 5/8'I.R. -' 3764) } R— 3 in w--#- I O 1 10 Lu F- V 0 V1 Z 41 O iv in z mC I, V) I, ¢ A F_ 1 m WW W u CEO i U) FyVn a 2 C e Lu Wm3 cu N SIC ALE: 1"=30' DATE OF: R/ BOUNDARY:5-07-03 7W FOUND: SET 5/8-I.R. FINAL: L.S.3764) MM 4tA REMVa'ED CITY OF SANFORD CERTIFIED CORRECT TO: I HEREBY CERTIFY THAT THE SUKVEY SHOWN HEREON WAS MADE IN ACCORDANCE TO THE MINIMUM TECMNICAL STANDARD:.' FOR LAND SURVEYING IN THE STATE OF FLORIDA CH. 472.027 AND CH. 61G17-6. 3. iajw jg&4 DATE: 1 3 REGISTERED LAND SYJWVEfOR NO. 3764 4 M Oriuewo r yp ,4 -1-->rz A rJ41C GLE: PLANS REVIEWED CITY OF SdNFORD