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Home My WebLink About804 E Airport BlvdPhone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer Address Contact Person: Phone: Fax: 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 ofthe foregoing infonnation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning- WARNING TOOWNER: 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. Signa ure of Owner/Agent Date Signature of Contractor/Agent Print Owner/Agent's Name Print Contractor/Agent's Name 0 MY cOMMISSION # DD 188491 EXPIRES: February 25, 2007 Date owner)ttMg-ISNOTAHirersonnery<<rtnuwrrru ivre ur _Pr � 1 IJ APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: Date Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) CITY OF SANFORD PERMIT APPLICATION RECEIVED Q Permit # : C(,p v Date: ® 3 2005 (, Job Address: 2A Description of Work: O3x,}p oto _'tIoo{- I V 4 e C 1 y r 1 Historic District: Zoning: Value of Work: S ` e Permit Type: Building \ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: �,y /' o 1, Phone: 4-1 " .'7 a �j - (D LZ Contractor Name & Address: State License Number: Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer Address Contact Person: Phone: Fax: 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 ofthe foregoing infonnation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning- WARNING TOOWNER: 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. Signa ure of Owner/Agent Date Signature of Contractor/Agent Print Owner/Agent's Name Print Contractor/Agent's Name 0 MY cOMMISSION # DD 188491 EXPIRES: February 25, 2007 Date owner)ttMg-ISNOTAHirersonnery<<rtnuwrrru ivre ur _Pr � 1 IJ APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: Date Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) 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 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 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. h 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 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 �, �), ��j r , 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. Owner/Builder Signature Date Print Owner/Builder Name FzkRY DEBBIE BLANTON MY COMMISSION# DD 188491EXPIRES: February 25,2007 FL Not -y Discount Assoc. Co. Signature of Notary—State of Flori Owner is Personally Known to Me or has Produced ID Seminole County Property Appraiser Get Information by Parcel Number Page I of I http://www.scpafl.org/pls/web/re—web.seminole—county_title?parcel=0120305180000O340... 10/3/2005 DAVID JOkiNSON. CFA, ASA 1 PROPERTY -6aT 36+313.4 LL APPRAISER I X 33 :-34 SEMINOLE COUNTY FL. 71 A2 A R D 1101E. FIRST ST SANFORD,FL32771-1468 407-665-75061-432 Eu 13 2006 WORKING VALUESUMMARY GENERAL Value Method: Market Parcel Id: 01-20-30-518-0000-0340 Number of Buildings: 1 Owner: BROUGH BERTHA D Depreciated Bldg Value: $62,630 Mailing Address: 804 E AIRPORT BLVD Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $15.390 Property Address: 804 AIRPORT BLVD E SANFORD 32771 Land Value Ag: $0 Subdivision Name: SOUTH PINECREST 1 ST ADD Just/Market Value: $78,020 Tax District: Sl-SANFORD Assessed Value (SOH): $49,372 Exemptions: 00 -HOMESTEAD Exempt Value: $25,500 Dor: 01 -SINGLE FAMILY Taxable Value: $23,872 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $1,066 SALES 2005 Tax Bill Amount: $448 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) Savings: $618 Find Comparable Sales within this Subdivision 2005 Taxable Value: $22,434 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... -1 Method Units Price Value FRONT FOOT & LEG LOT 34 SOUTH PINECREST 1ST ADD DEPTH 72 130 .000 225�00 $15,390 1 PB 10 PG 43 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1956 3 1,094 1,472 1,094 CONC BLOCK $62,630 $89,472 Appendage I Scift OPEN PORCH FINISHED/ 48 Appendage / Sqft UTILITY UNFINISHED / 72 Appendage / Scift CARPORT UNFINISHED / 258 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re—web.seminole—county_title?parcel=0120305180000O340... 10/3/2005 DoorCraft ® GLADIATOR STEEL DOOR WOOD EDGE OPAQUE INSULATED OUTSWING /INSWING 6-8 UNITS W/ & WiOUT SIDELITES 53.0" MAX. OVEr;L4LL WIDT:}i X O DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT -SWING OUT -SWING POS. 53.0 NEG. 57.0 POS. 53.0 NEG. 57.0 IN SWING IN-SWING FF POS. 48.0 NEG. 48.0 POS. 48.0 NEG. 48.0 53.0" MAX. ��{{{ OVERALL WIDTH I 0 X DESIGN PRESSURE RATING OUT -SWING POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS, 3. THE SIDEUTES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. PLANS REMWEE'l) C0 -'Y OF SANF.0R III 2: 2l lY•. (y,•j aunea...m"."" - 74' MAX. 105.25" MAX. OVERALL FRAME WIDTH -I OVERALL FRAME WIDTH X X DESIGN PRESSURE RATING OUT -SWING POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 O X X O " DESIGN PRESSURE RATING OUT -SWING POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 PRODUCT DESCRIPTION 1, THE DOOR FACE.SHE'TS ARE 25 GA (0.018' MIN. THICKNESS. 2, THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE SIDEUTE GLAZING IS 0.5' INSULATED GLASS BY ODL 5: THE WOOD JAMBS APE A MIN. 4-9/16". 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). 7. ALL LATCHBOLT AND 'DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE 11 WITH A 161 EDGE PREP AND A MINIMUM 1.0" DEADBOLT THROW. /--JUNE 28, 2002 Lyndon F. Schmidt Fior,da P. E. No. 43409 19506 French race Drive Lutz, FL 33558 H 2 Z� cni � U Q 2 In z3�N z_=MIR �mv(L 37.50" MAX. OVERALL WIDTH J Q Q C4 N L X 53.0" MAX. OVEr;L4LL WIDT:}i X O DESIGN PRESSURE RATING DESIGN PRESSURE RATING OUT -SWING OUT -SWING POS. 53.0 NEG. 57.0 POS. 53.0 NEG. 57.0 IN SWING IN-SWING FF POS. 48.0 NEG. 48.0 POS. 48.0 NEG. 48.0 53.0" MAX. ��{{{ OVERALL WIDTH I 0 X DESIGN PRESSURE RATING OUT -SWING POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS, 3. THE SIDEUTES REQUIRE WINDBORNE DEBRIS EXTERNAL PROTECTION AS DESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE WHEN USED IN WINDBORNE DEBRIS AREAS. 4. FOR INSWING MASONRY ANCHORING SEE SHEET 2 OF 4. 5. FOR OUTSWING MASONRY ANCHORING SEE SHEET 3 OF 4. 6. FOR INSWING/OUTSWING WOOD STUD ANCHORING SEE SHEET 4 OF 4. PLANS REMWEE'l) C0 -'Y OF SANF.0R III 2: 2l lY•. (y,•j aunea...m"."" - 74' MAX. 105.25" MAX. OVERALL FRAME WIDTH -I OVERALL FRAME WIDTH X X DESIGN PRESSURE RATING OUT -SWING POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 O X X O " DESIGN PRESSURE RATING OUT -SWING POS. 53.0 NEG. 57.0 IN -SWING POS. 48.0 NEG. 48.0 PRODUCT DESCRIPTION 1, THE DOOR FACE.SHE'TS ARE 25 GA (0.018' MIN. THICKNESS. 2, THE STILES AND RAILS ARE WOOD CONSTRUCTION. 3. THE INTERIOR DOOR CAVITY IS EXPANDED POLYSTYRENE. 4. THE SIDEUTE GLAZING IS 0.5' INSULATED GLASS BY ODL 5: THE WOOD JAMBS APE A MIN. 4-9/16". 6. THE THRESHOLD IS AN ALUMINUM BUMP FACE TYPE (OUTSWING) OR AN ALUMINUM SADDLE TYPE (INSWING). 7. ALL LATCHBOLT AND 'DEADBOLT HARDWARE MUST BE CYLINDRICAL GRADE 11 WITH A 161 EDGE PREP AND A MINIMUM 1.0" DEADBOLT THROW. /--JUNE 28, 2002 Lyndon F. Schmidt Fior,da P. E. No. 43409 19506 French race Drive Lutz, FL 33558 H 2 Z� cni � U Q 2 In z3�N z_=MIR �mv(L �vxR' _ Willi )a w 1/2" DRYWALL n C u4Yut1 x 2 FlRRING i O YF 3` 'MAX:78"O.C.._. ... :: - 1/2" DRYWALL J MASONRY LINTEL 'n =w f5 \ v � � `y' 2 FARING N r �3 I L y LL. ` i bh Y& :� rr d: * c 2X BUCK Ln , j;!. BUCK 0) r CONCRETE f MASONRY BLOCK INTERIOR 3jNTERIQ8 �$ + I e 3/16" TAPCON TYPE ANCHOR - - N ELCO TAPCON OR EQUAL _ ( 235 LB. SHEAR RATING) J/16" TAPCON F" I J.0" z N d HEAD JAMB 2-1/2" TO iX SU8-BUCK "t 53 F-1.75' PFH WS° - a � 2 HEAD JAMB w �' TO 2% SUB -BUCK 1/2' DRYWALL - U Q �. O ,'. Z 3�N f d ,% BUCK INTERI 1 x 2 FlRRING Z o z 1/2' DRYWALL O N 16.0' MAXI D.G. 3 = S j 2X BUCK i 2 FlRRING INTERIOR eF 1 x _ ° ^ 3/16' TAPCON ' M U a 6 2 f 8 x 2-1/2" I� CONCRETE PFH WS j MASONRY BLOCK N h L z N W LUiJ CL CL N Y LrI - g 3/16" TAPCON �7FRIOQ o f s MIN. V) p TYPE ANCHOR c .. .3/.16" TAPCON, _ 1.25" MIN. ^rL EMB. � > O {. TYPE ANCHOR EMB. .25" MAX. O zs'MAx °0 ' ELCO TAPCON OR EQUAL SHIM SPACE V O O SHIM SPACE Co l A n (235 L8. SHEAR RATING) ¢ Z V) j .EMB. Z .-- _ Z z g VERTICAL SIDE JAMB v Iuy CT�LLATION I 1 �f i.� VERi1CAl SIDE JAMB Q + 1.25' MIN. 70 2% SUB -BUCK Y- _.¢ TO 1% SUB -BUCK .. EMB. ss- ""' BUILDING 6.0" CONSULTANTS. INC J 3.0"813.559.9197 3.0" 3.0" 6.0" 6.0^ DATE: 6/05/02 3.0" 3,0 3.0" 1 X INSTALL ATION SCAB: NTS YNG. BY: cHK. BY: RW RW O J/16" TAPCON DRAWING ND:: _._ .... ..�� JW— 101—OC 1 NQ -TL _. ��+ H. maintained. un—r. nF SIDELITF T 1v aufK <NErr 2 OF 4_ I. jI 7 MASONRY LINTEL � of %• 1 x 2 FIRRING N W /f-15^-1 DRYWALL 3 3/16" TAPCON TYPE ANCHOR EXTERIOR z T— INTERIOR nu, Qa 4 2L CONCRETE Nz: 1{' 8 x 2-1/2* h •.1 MASONRY PFH WS ^� HEAD JAMB N 1 TO 2X SUB -BUCK 2X BUCK DRYWALL .15" MIN. C -SINK Z 1 x. 2 FIRRING INTERIOR W 2 #8 2-1/2" °J HEAD JAMB TO 1X SUB -BUCK 1X BUCK DRYWALL .15" MIN. -C-SINK } PFH WS 1D L •� a In Z N ...� .. O 3/16" TAPCON I T1PE ANCHOR _ 1 CONCRETE N 1 MASONRY BLOCK 25" MAX. v SHIM SPACE = 3/16" TAPCON TYPE ANCHOR 1.15" MIN. n EMB. r v-. 0 8�i EXLE@!QB S 3/16" TAPCON TYPE ANCHOR 1.25" MIN.—� 70a ` ELCO TAPCON OR EQUAL EMB. _ (235 LB. SHEAR RATING) 1.25" MIN. ,25" MAX. EMB. VERTICAL SIDE JAMB Z -�' SHIM SPACE TO 2X SUB -BUCK ' . INSTALL4710N . VERTICAL SIDE JAMB i0 1X SUB -BUCK 3/16" TAPCON - 6.0' - - 6.0� TYPE ANCHOR :••.._.;: �.�� ,1�`1�1.__.. __--- : �_�� ELCO TAPCON OR EQUAL 3.0" {— 3.0' (235 LB. SHEAR RATING) 3.0" 3.016" 16 /e x 2 1/2'_/ PFH "S 1 X INSTALLATION % ANCHORING OF c10E1ITF TO 2X BUCK NOTE: I'. When using a IX sub -buck a 6-9/16" jamb is required to allow for min. edge spacing for Topcon type anchors. 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. 3/16" iMCON _L -V_ A��HORING OF SI�ELf7E THROUGH 1�B��CKOF SYIDELf7E THROUGH 1X BUCK ix Cr a z � UQMLn 3 N �x oN9� LU L1.I Z � O �= CY Lv M LL V) $ O Q: � Z K O tai) I O. 813,659.9197 NTS BY: WLN eY: RW NG NO,: V -101-0C 3 of 4 1 N�r n d C] MASONRY LINTEL I x 2 FIRP.IN,, \,! •v v v N L N MAX 18" O.C. r 2"� n 1 0 O N z DRYWALL' 111 4-• U J L— 3/16" TAPCON TYPE ANCHOR \ � n j J 2 1 1X BUCK \� -' -- .. N m w - .25" MAX. SHIM SPACE - BLOCK crrcalna 3.25" INTERIOR 2 #8 2-1/2" °J HEAD JAMB TO 1X SUB -BUCK 1X BUCK DRYWALL .15" MIN. -C-SINK } PFH WS 1D L •� a In Z N ...� .. O 3/16" TAPCON I T1PE ANCHOR _ 1 CONCRETE N 1 MASONRY BLOCK 25" MAX. v SHIM SPACE = 3/16" TAPCON TYPE ANCHOR 1.15" MIN. n EMB. r v-. 0 8�i EXLE@!QB S 3/16" TAPCON TYPE ANCHOR 1.25" MIN.—� 70a ` ELCO TAPCON OR EQUAL EMB. _ (235 LB. SHEAR RATING) 1.25" MIN. ,25" MAX. EMB. VERTICAL SIDE JAMB Z -�' SHIM SPACE TO 2X SUB -BUCK ' . INSTALL4710N . VERTICAL SIDE JAMB i0 1X SUB -BUCK 3/16" TAPCON - 6.0' - - 6.0� TYPE ANCHOR :••.._.;: �.�� ,1�`1�1.__.. __--- : �_�� ELCO TAPCON OR EQUAL 3.0" {— 3.0' (235 LB. SHEAR RATING) 3.0" 3.016" 16 /e x 2 1/2'_/ PFH "S 1 X INSTALLATION % ANCHORING OF c10E1ITF TO 2X BUCK NOTE: I'. When using a IX sub -buck a 6-9/16" jamb is required to allow for min. edge spacing for Topcon type anchors. 2. A minimum clearance of 2.0" for all anchoring screws to mortar joints must be maintained. 3/16" iMCON _L -V_ A��HORING OF SI�ELf7E THROUGH 1�B��CKOF SYIDELf7E THROUGH 1X BUCK ix Cr a z � UQMLn 3 N �x oN9� LU L1.I Z � O �= CY Lv M LL V) $ O Q: � Z K O tai) I O. 813,659.9197 NTS BY: WLN eY: RW NG NO,: V -101-0C 3 of 4 1 N�r "M SHEATHING W DOUBLE 2X 8.0 6.0'— E 2x HWER HEADER z 0 3, Ln u z fn 'o od o V) cn SINGLE DOOR INMR10 6.0, 1 8 x 2-112' ci I PFH WS O v EXIERI C*4 (D HEAD JAMB R. 6.0. 2X STUD cd W') 1.15' MIN. Ems. 2X JACK STUD T I I ';. �.,. �, _ 11p 7 25' MAX..7 cf) -SHIM SPACE .DOUBLEox 14 TYP &O WAS uj .0 V] Md �kl6.0, 3.0, T0 Q 0 3.0- 3.0.3.0, C.) fg CONSULTANTS, INC Sol z INTEM r -f'\ SINGLE OR DOUBLE' DOOR WITH SIDELITES VERTICAL SIDE JAMS DATL 6/05/02 SME. NTS DWQ er. TJH 11f Ji CHK. In RW , DRAWING NO, Jw- , ol-oc Y, sNw 4 OF 4