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HomeMy WebLinkAbout113 Anderson Cir (3)wpoptuAmA CITY OF SANFORD PERMIT APPLICATION Per # : Date: a7 G� Job Address: 113 Andezw4 Cl/`d e- S�tn�rel � P1 32,77D 1 Description of Work: RL'D1aLe- r&01d- bOor Ane, Stdiie 6evor G�r►t�s Historic District: 1 ` I Zoning: 0 1 — 5•F. Value of Work: $ 1y (3 • 3% Permit Type: Building k Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential V Commercial Construction Type: # of Stories: Mechanical Plumbing Fire Sprinkler/Alarm Pool :r _ Addition/Alteration Change of Service Tempot'dry Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair- Residential or Commercial Industrial Total Square Footage: 1434 # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: gr -19 -SO - ,S722-_ J (Attach Proof of Ownership & Legal Description) Owners Name & Address: 'T— Owners Re fU (l 3 A'nd<rSswn Sa-n :'one- . P1. 3Z'7'7 I Phone: '107- 374 — S3 8 Z Contractor Name & Address: QG r- ba= Zn c -1.A grook.S C-4-, lLJ144e✓5;)rMjS . R. 32 -?08 S��atteLicense Number: Cac 1Z5 -04-c9 Phone & Fax:4O7 (0940 0930 y0%" lO �3SbContact Person: .r[i9 /,KGjI{f Phone: �i��%'�4�10- t 30 Bonding Company: P114 Address: A)IA - — Mortgage Lender: Address: Architect/Engineer: Address 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 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. NOT -CE: in addition io the reuilerneinS of this peimit, there nna ucuuditiona: res.:tenons aNp':icabie to this -cpc::y that may be fund in thepublic- re --7 � of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptan permit is verificati th I will notify the owner of the property of the requireme o Florida Lien Law, FS 7 3 rc t t_ 28,03 /-V/iV3 Sign ture of Owner/Agent Date Signat re of Contra or/Agent Date '— C ,a .R Pit P)vnerfAgeent'ss Name, V_ Print ontractor/Agent's Name Signature of Notary -State of F da ate ?,.t.4r5e�2./�fN.try-Sate of Florid � ppate =opy ►cy' Linda K Dyer .``� ���er Judi A. WoMe! 1� • My Commission CC996127 s Commission 00 88811 S Expires January 23, 2005 plres Bonded Th 2W4 Owner/Agent is /Personally Known to Me or Contractor/Anent is e vrl�� 609onding Oo•, Ine, Produced ID _ Produced ID APPLICATION APPROVED BY: Bld� Zoning: Unities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Inoitial & Date Special Conditions: CITY OF SANFORD PERMIT APPLICATION Permit # : Al Date: Job Address: 113 /tITL�ICzww 61/ 1>! SQ✓f�D/`d 1`1 3271 Description of Work: Replaces r2Cki- DDpr Qpci 51 1 bDOr 1.b?ils Historic District: 1 `/A Zoning: _01 — S.F. Value of Work: $ 1 y 13 • 3�7 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor` ry Pole Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential V Commercial � Construction Type: # of Stories: _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair— Residential or Commercial Industrial Total Square Footage: I Y 3 4 # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 3 S= I q '- 30 SLZ- 0c,00— I Z 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: ClrG1t% SQh �'oncl . P1 . 32771 Phone: A107- 324 s38Z Contractor Name & Address: QG r ()p0r'S 4. n c _ 7�4 Br mk3 e -. y1o6e.,✓ ,_S)rinjs . Pi. 32.-708 s ate Lirse Number: C 3C 11'5-0' !jj �/-= Contact Person: Fax:4497 &14/ 0931 1AI 4 Phone: 08.30 Bonding Company: / I V Address: Mortgage Lender: Address: 4 1 / (��\ �7 / `V 11 I �r`` ffn ) /� Architect/Engineer:Phone � I / / /} v Address: I'c U ) VZ_ N Fax: I I Application is hereby made to obtain a pe `\ t`d�th��k and installa� ns as -indicate" d. Icertify that no wok or installation hal (commenced prior to the issuance of a permit and that all work will be pe formed to meet standards of all laws regulating construction-m.th=s jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNSN�I:IVPOOLS, FURNACES, BOILERS-;�HEAA'TE�RS,ITANKS, and AIR CONDITIONERS, etc. (��'T �`��.OWNER'S AFFIDAVIT: I certify that all of the foregoing infcc rate and thatall work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FACORD A NOTICE OF/COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF 1IOU INTEND TO OBTAIN•FINANC, ING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CIO t MENCEMENT.�,;tions U � iv Ti"E: in addition to the requirements of this permit, there may bivil� orial res tabic to this property that maybe found in the public record; of this county, and there may be additional permits required from other govemmental eir� utti_e�yeh as water management districts, state agencies, or federal agencies. Acceptan permit i veriftcati th I will notify the owner of thele -o�perrty of the equirem o Florida Lien Law, FS 7 3 - n,t� z8� Sign ture of Owner/Agent / Date/1 Signat re of Contra r/Agent Date C �an�e/ Print Owner gent's Name Print ontractor/Agent's Name e�/ is 30i aROO 3 Signature of Notary -State of Florida Date ?at.®reofotary-State of Flori at Judi t A. Werner Cotmnlesion # d0 88811 S purer Jen. 1, 2004 Owner/Agent is Personally Known to Me or Contractor/Arent is erso� PBonding Oo., Ina Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date Special Conditions: ` 163.00 SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A pERMI-r pREVFNT THE BUILDING DEPT FROM THE,^; -1/ DYER f�.=C)UIRING A CORREC- TION OF F,ROpS i OR O' T., P(_.`,:.. ` C- STRU cft VIOLA-"-'-- OF 'if -'L COQ: CTION ES. T IT, Ill T I!` �ll ,aJ O C C a V CcO T IT, Ill T I!` M I A M I-DADE MIAMI-DADE COUNTY, FLORIDA _ METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Jeld-Wen, Inc. 31725 Highway 97 N. Chiloquin, OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DoorCraft®" 618" W/E Inswing Glazed Insulated Steel Door w/wo Sidelites— APPROVAL DOCUMENT: Drawing No. S-2195, dated 12/14/01, with revision 2 dated 06/07/02, titled "Wood Edge Glazed Door w/ & w/out Sidelites up to 107" x 6'8 Inswing Unit", sheets 1 through 7, prepared by R. W. Building Consultants, Inc., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 01-1224.04 Expiration Date: August 15, 2007 Approval Date: August 15, 2002 Page 1 j DoorCraft® WOOD EDGE 1 l W= EDGE GL AZW INSULATED STEEL DOOR J INSWING &a UNITS W1d WOUrSIDELITES � GENERAL NOT S 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS SYSTEM DOES NOT MEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES'. (SEE NOTE DESIGN PRESSURE CHART) 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) 2o2c Leaf Con tru4tionL_ -ace sheets. 24 ga. 0.021 minimum thkbress, ?alvanized steel A-525 commercial quality - AKDQ per ASTM 620 with field strength Fy(ave.)=47,575 psi. io Expanded poystyrene with 1.0 to 125 W. density, by Jela-Wen, Inc, l=e!,Gwst=tjm & glazing: The active and inactive panels are constructed sum 24GIL (0.021' min.) galvanized steel. The face sheet top and bottoms We bent 90' over the top and bottom rods. The top rail consists of LVL neasurfng 1.67' x 1.042'. The bottom rad is roil formed 0.021' galvanized ,feel measuring 1.67' x 1.21'. The sides of the face sheet are roll formed nto the LYL latch stile and Ponderosa Pine hinge stile which measure 1.67' : 1.0' The interior cavity is tilled with polystyrene. The face sheet Is Ojed to he payslyrene. The panels aro routed to receive the DOL (HP Poypropydene hermoM-P6-3WM0391) Tile frame. The units are glazed with 0.125' empered glass or 1.0' ins. glass, The life frames are sealed with QSD Oozing compound on the exterior. ;ash Construction & blazing: The sash is constructed from 24Gk (0.021' min.) Ovanized steel. The edges of the face sheet are bent 90' over the poy- ;tymne core and and glued to it The sashes are routed to receive the ODI. HP Pelvo ere Th - nord-P6-JOW391) late frame. The units aro glazed rich 0.11225 empemd glass or 1.0' ins. tempered glass. The life frames are tooled with QSD glazing compound on the exterior. rome Construction: The fromes are constructed hom Ponderosa Pine jambs reas" 4.563-x 1.25 The head ' be aro mortised and butt Joined to he side lambs and attached with (3rIa 2' x 7/16' crown wire staples. he units use a slope odjustabk aluminum threshold meas. 4.562' x 1.173'. he threshold is atfodred to the from with (3) 1*. 2' x 7/16' crown win etaples. 7- r "21.125" 74.5' OVERALL MAX. FRAME WIDTH r 70" OVERALL r x21.125' r MAX. 36.625" MAX.MAX. 36MAX.36" MAX. MAX. FRAME WIDTH 15.5" MAX. -+ r PANEL WIDTH -}-- W/ASTRAGAL I PANEL WIDTH e � �.+ d 6' MAX. o op D.L.O. MAX.FRAME r PANEL WIDTH '1 r WIDTH 14" MAX. • O r� PANEL WIDTH r r 10, c4 to to r r IN -ACTIVE x ACTIVE i r r 21.125" 4i r 21.125"MAX. M x J MAX. w D.L.O. F21 j D.L.O.WIDTH" _1a WIDTH" CLe J6' MAX. " 6" MAX. O a" D.L.O. 6 D.L.O. N ® g ^ ® " N O y r cca Qo . r x v IN -ACTIVE ACTIVE $ o LT 03 1N�jrING ALL UNIT EE DEUR A UNITS ARE HEWED Sr tF 4s. DELR:S INSWING UNR 37.5' OVERALL SHT.3 107" OVERALL MAX. FRAME WIDTH 15.5' MAX. MAX. FRAME WIDTH 36.625" MAX. 36" MAX FRAME WIDTH 36" MAX. I- PANEL WIDTH 14" MAX. j-- PANEL WIDTH I W/ASTRAGAL PANEL WIDTH 14' MAX. PANEL WIDTH PANEL WIDTH 7- r "21.125" �� tx W G r r "21.125' r x21.125' r MAX. x x MAX. MAX. D.L.O. WIDTH" -+ r O.L.O. WIDTH D.L.O. WIDTH ,. e � �.+ d 6' MAX. o op D.L.O. r 6 • O r� r r 10, c4 to to r r IN -ACTIVE x ACTIVE i d J W d zK a 6'MAX. w D.L.O. in q y 0 I DOUBLE W/Sl0Et.1TESW/SIOEt.1TES DETAIL A J[NUNR DESIGN PRESSURE RATING 11 7 - MOM WHEN USED w 10311 Vn C" +LNW-NF ZWEr ON sum W MEKLED MLY Ar to== "IMM D W A aMPr W (NOW W Mot 910 w[ ANU 001001 xE OX Or ON" OR VAN" A IN SLL a asslnw 49. tn= t4 f a 115MM M 10FNWLME"w01w of M9k 6 113100 A ADCE'r wOEw ARAMs. UNIT TYPE I POSITIVE NEGATIVE SINGLE &DOUBLE W/OUT SURFACE BOLTS ON ACi1VE PANEL SINGLE & DOUBLE WITH SURFACE BOLTS ON ACTIVE PANEL with the 813.684.3831 wf. WLr Of: RW 11a NO.: S-2195 1 OF 4 SEE NOTE 7 SHr- 4 7 Sf� i SEE NOTE 2 S 4 T-- AM. TEMP. —.125' GLASS THK. 9 1,75 UK PANEL Tw. 7 A A. 1-2-'\ VMnCAL CROSS-SEC71ON \,V SIDELUE SASH 81:3.04.3831 III whk At up RW WLNEDPAWM W.: S-2195 mT2 7d SEE NOTE 2 SHT' 4 EXTFRIO 1.265' MA z km 40 26 m EMB. W 29 10 15 25' MA74 'p cc 1{�� 19 SHIMTNK. '�, j Q O 71{ C -SINK L 3 p�_ INACTNI aCnvE 3 41 31 EXTERIOR1 /0 15 SEE NOTE 1 1 p 38 44 SMT. 4 1 ASTRAGAL BOLTS TOTA )ALTS 4x i 1n .312' OK O TOP k (2) 11.0" L 2134 42 t� m � p 19 x .312' DIA. O BOTTOMINTERID 13 vi 1 17 6 W AT ASiRAGAI.�'8 5 �g t^ SEE DESIGN PRESSURE CHART SEE NOTE 7 a;e 3 CROSS SEC17ON WPM TO BUCK SM 4 gif a � n 1.265' MIN. EMB. Q' 25' MAX. SHIM TNK. 15" ION. V F-- C—SINK _ v ACTIVE_ E2QE8lQS mN N 10 15 �� 'O caw 1Ng810B 5 DETAIL A t 9 0 -� Op'llo& 1X&Au SEE DE37CN F+tCHART ry uaAK1s. n+c 813.684.383 t 5 7 i S WE' 12114101 1 SSHT. 4 4 JAB Appm d a ftmp4igwkO the SrAE` NTS Fbrlda nNtlugc de ttwa Br. WLN Detc 21 34 42 NOM - MX. or.RW CROSS SECTIO Miami Dade Product ORMmm N04 IATCH JAMB TO BUCK B S-2195 si¢r 3 a► 7 SEE NOTE 8 SHT. 4 QRIZONIAL CROSS 1.15" MIN. 20 AT_ r_ p_ . EMB. SEE DESIGN PRESSURE CHART 15' MIN. COUNTERSINK a Q, f{ 4 NOTES: 1. SPACING FOR 18 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTNE DOOR IS AS FOLLOWS: TOP DOWN; 1.0', 3.0 5.0" & 19.0. FROM THE BOTTOM UP; 1.0 3.0 5.0", 20.0" & 38.75', 2. SPACING FOR 18 x 1 1/2' PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.07, 13.07, 26.0, 39.0, 52.0' & 63.0'' J. SPACING FOR BRAD TRIM NAIL 3/4' L. ATTACHING THE QUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25' IN FROM EACH HOR12ONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES; 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 18 x 2.' PFH WOOD SCREW. 5. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 5. THE SIDELITE IS SECURED INTO THE SIDEUTE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8" x 3/8' 1/4 ROUND & BRAD TRIM NAIL x 3/4' 'L 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2' PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELLTE JAMB AT THE MULLION USE 110 x 1 3/4' PFH WOOD SCREW. 8. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH REM. 116 A 1" TRIM NAIL SPACED A MAX. OF 12' ON CENTER. D 17 a' 4 132SEErNlITE EE NOTE 3 25' MAX. : 4 SHIM THK. 8 SIT. 4 ZONTAL CROSS SECTION AT SiO a TO RUCK. TYP. SEE NOTE 5 2 SHT. 4 14 13 39 1 40 In 3 32 SEE NOTE p(TER1029 B 25 Y SHT. 4 SEE NOTE 3 SHT, 4 T HORIZONTAL (',ROSS SECTION AT SIOEUTE TO HINGE �!!B. M SEE DESIGN PRESSURE CHART 7 Y ° i g � SEE NOTE 538 v SHT. 4 37 hW 1 pzv�i 41� n 1 1D 10 narn 3 ^a 1 41 2 =y 39 12 7 1 3 17 13 C N U SEE NOTE 2 47 32 15 SEE NOTE 2 w' Hfu40 SHT: 4 SEE NOTE 3 SEE NOTE 6 24 SEE NOTE 4 1NTERIO SHT. 4 2 JiYIE81QB SHT. 4 SM, 4 SHT. 4 21 34 42 SSEE HT NOTE QRIZONIAL CROSS 1.15" MIN. 20 AT_ r_ p_ . EMB. SEE DESIGN PRESSURE CHART 15' MIN. COUNTERSINK a Q, f{ 4 NOTES: 1. SPACING FOR 18 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTNE DOOR IS AS FOLLOWS: TOP DOWN; 1.0', 3.0 5.0" & 19.0. FROM THE BOTTOM UP; 1.0 3.0 5.0", 20.0" & 38.75', 2. SPACING FOR 18 x 1 1/2' PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.07, 13.07, 26.0, 39.0, 52.0' & 63.0'' J. SPACING FOR BRAD TRIM NAIL 3/4' L. ATTACHING THE QUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25' IN FROM EACH HOR12ONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES; 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 18 x 2.' PFH WOOD SCREW. 5. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 5. THE SIDELITE IS SECURED INTO THE SIDEUTE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8" x 3/8' 1/4 ROUND & BRAD TRIM NAIL x 3/4' 'L 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2' PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELLTE JAMB AT THE MULLION USE 110 x 1 3/4' PFH WOOD SCREW. 8. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH REM. 116 A 1" TRIM NAIL SPACED A MAX. OF 12' ON CENTER. D 17 a' 4 132SEErNlITE EE NOTE 3 25' MAX. : 4 SHIM THK. 8 SIT. 4 ZONTAL CROSS SECTION AT SiO a TO RUCK. TYP. _1 3 SEE NOTE 2 N SHT. 4 in '7 mat 81.3.684.3831 ffn Wu W. RN No NO.: S-2195 t 4 or 14 13 39 1 40 In 3 32 SEE NOTE r SEE NOTE 6 47 2 SHT. 4 SHT. 4 SEE NOTE 3 SHT, 4 T HORIZONTAL (',ROSS SECTION AT SIOEUTE TO HINGE �!!B. M SEE DESIGN PRESSURE CHART _1 3 SEE NOTE 2 N SHT. 4 in '7 mat 81.3.684.3831 ffn Wu W. RN No NO.: S-2195 t 4 or L 6.0" -j 3.0" I o Typ' 3.0" - TYR o i • a SEE DETAIL 'F" SHEET 5 - 3.0" 3.0" 1 SEE DETAIL H SHEET 5 TYP. v A A ^ A .7 — — 1I TYP. 11 11 TYP. I i ' 3.0" 3.03.0" 0' i-- 3.0" SEE DETAIL K SHT. 5 OCU LE DOOR ANCffO'R)NG LOCATION DETAIL G HINGE TO JAMBS & DOOR SEE NOTE 7 SHT. 4 SEE DETAIL G SHEET 5 o.v ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD d•. INTO THE MASONRY 3" 3" 1{ 1 I{ 1 11 I I Q I _ (� 7 0, - IF"- H STRIKE PLATE TO 3..0" 3.0, SEE - - DETAIL J SHT 5 -"-�EE NOTE 5 SHT. 4 ©. _ C 6.0" 3" I I 0 SEE DETAIL G SHEET 5 n n m lJ ql� f { 46 TYPI i 1 ILiLif 3" 3" 6.0" 6.0" FEE i SINGLE DOOR W/SIDELITES ANCHORING LOCATIONS sEE Nam 4 SHT. 4 ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD d•. INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW 1,16 SEE NOTEDETAIL 4 SHT. 4 H STRIKE PLATE TO SURFACE BOLT WINDJAMBER ASTRAGAL (,SURFACE BOLT DETAIL J QE79L{,_��1{ STRIKE PLATE STRIKE PLATES TO JAMBS WINL�/AMBER ASS% L SEE NOTE 4 SHT. 4 RETAINER BOLTS HEADER STRIKE PLATE do OPTIONAL SURFACE BOLT STRIKE PLATE DETAIL K SILL WINDJAMSER ASTRAGAL gR�ETAIINEOR BOLT HOLES BOET �STRL IKE PL4TECE 813:684.3831 III Sri WLN ft RW No No.: S-2195 5 or 7 SEE NOTE 3 SHT. 4 6' 3" o- SEE DETAIL "F" SHEET 5 btw Ut1PdL K SHT. 5 DOUBLE DOOR WISIDEUTES ANCHORING LOCATIONS a 7 30 37 N EXTERIOR {- --i .5" GLASS BITE CLAZJNG DETAIL FOR DOOR PANEL & SIDELITES 1/8" TEMPERED GLASS SEE DETAIL G SHEET 5 3" �n ^ M • M M ' n M 10 -- 3" SEE NOTE SHT. 4 SEE DETAIL G SHEET 5 D, �o 3" 3 6" 33" 6 6 wAE- N.T.S. „_ 3• 3" 3 a I I I 1 I I1 1 n 4r< o ���� Ho.: ©. S-2135 ® NP. 3" o- sH¢r 6 a 7 TYP. TYP n SEE DETAIL ® SEE NOTE H SHEET 5 "'t� 5 SHT. 4 SEE NOTE, - 5 SHT: 4 - © � NP. L M L TYP. 6 ®M r 4 ® 6 l NP• 1 1 I t T 1- lr 3 3" 3" 3" 6" 3. E 3�6" 3" 3" 3" btw Ut1PdL K SHT. 5 DOUBLE DOOR WISIDEUTES ANCHORING LOCATIONS a 7 30 37 N EXTERIOR {- --i .5" GLASS BITE CLAZJNG DETAIL FOR DOOR PANEL & SIDELITES 1/8" TEMPERED GLASS SEE DETAIL G SHEET 5 3" �n ^ M • M M ' n M 10 -- 3" SEE NOTE SHT. 4 SEE DETAIL G SHEET 5 iz 41 0 .125" TEMP. GLASS EXTERIOR 75" AIR SPACE 125" TEMP. GLASS .75" STEEL INTERCEPT INTERIOR SPACER .5" GLASS SITE GLAZING DETAiL DOOR PANEL OPTIONAL I" INSULATED TEMPERED GLASS D, �o r... T. SNC 8t 3.684.3831 are: 12/17/01 wAE- N.T.S. Appr ,dxcmaWYlaiMmlke a SEE DETAIL SHT.5 NP. oJlt D n 4r< o ���� Ho.: isioa S-2135 o� o- sH¢r 6 a 7 ro ® o "'t� TYP � � m M I ® TYP. P 6" SINGLE II 6" DOOR ANCHORING LOCATIONS iz 41 0 .125" TEMP. GLASS EXTERIOR 75" AIR SPACE 125" TEMP. GLASS .75" STEEL INTERCEPT INTERIOR SPACER .5" GLASS SITE GLAZING DETAiL DOOR PANEL OPTIONAL I" INSULATED TEMPERED GLASS D, �o r... T. SNC 8t 3.684.3831 are: 12/17/01 wAE- N.T.S. Appr ,dxcmaWYlaiMmlke OttC. Br: WLN` i'Mridy IIu:dtng oJlt D CHK. ft, RW nonp Miaml Uade P/pdpiy n ���� Ho.: isioa S-2135 o� sH¢r 6 a 7 4.5625'� r,_1.67" 1 N WDOD FRAM F LVL LATCH STILE 3 SO J }--1.67" 4.562" F--1- � o aco AWUSTABI-F I NG OLD W ADJUSTABLE CAP 23 13 11 BY IMPERIAL .051' WALL THK. HINGE STII F --1 2.063" .25"I `a N I c0 N h"- 4.562" ADJUSTABLE INSWING THRESHOLD 36 OOR STEEL EDGE CAP, BOTTOM W/SIDELITE BOTTOM SEAT BY IMPERIAL .051" WALL THK. 8" —� .75" f- n T- 0 0 N SURFACE BOLT (IVES. .25" STEEL MODEL 454) [--- .125" ---I ASTRAGAL HAS N h 1&" DIA BOLTS 2.4375" 36 DRILL TRU B2) 8 .0' L. x .312" DIA. FOR A IS LITE FRAME OOL PFH WOOD HP POLYPROPYLENE SCREW 2PLCS (THERMOFIL-P6-30FM0391) 1.01 N x(oi. 2.4375' 44 LITE F MME ODS HP POLYPROPYLENE (THERMOnL-P6-30FM0391) 1" GLASS FRAME �- ASTRAC;AL MiMU44/9ER // (WR68J T-6060 EXTRUDED ALUMINUM g 140' .525' 10 COMPRESSION W ATHER RTIP SCHLEGEL 0-LON ODS 650 N ® N DRILL TRU FOR .357' DLA. ASTRAGAL RETAINER BOLTS R It WR68J STEEL PLATE 1.�68J" --� o .156" .45" --r .45" .45' ii-- )NSYANG DOOR BOTTOM 27 SWEEP. EXTRUDED VINYL .060" THK WALL TYP. 740) � 0 0 0 0 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER �t1.875"� I DLA. VARIES W/LOCK USED t 0 WOO LOCK BLOCK. 1.71" THK. i 5 roe 813.684.3831 rE 1211410 uc NTS 0. Br. WLN L Br: RW WINO NO.: S-2195 IST 7 OF 7 T ASTRAGAL HAS 1&" DIA BOLTS rn O BOTTOM n B2) 8 .0' L. x .312" DIA. OLTS O TOP - -N� 1.767" �{ 26 �- ASTRAC;AL MiMU44/9ER // (WR68J T-6060 EXTRUDED ALUMINUM g 140' .525' 10 COMPRESSION W ATHER RTIP SCHLEGEL 0-LON ODS 650 N ® N DRILL TRU FOR .357' DLA. ASTRAGAL RETAINER BOLTS R It WR68J STEEL PLATE 1.�68J" --� o .156" .45" --r .45" .45' ii-- )NSYANG DOOR BOTTOM 27 SWEEP. EXTRUDED VINYL .060" THK WALL TYP. 740) � 0 0 0 0 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER �t1.875"� I DLA. VARIES W/LOCK USED t 0 WOO LOCK BLOCK. 1.71" THK. i 5 roe 813.684.3831 rE 1211410 uc NTS 0. Br. WLN L Br: RW WINO NO.: S-2195 IST 7 OF 7 From: Phyllis Nicholas 407-812-6990 To: Dan Decker Date: 4/24/2003 Time: 11:05:48 AM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total $1413.37 ETA's 4/28 & 5/12 U/Sanford 2 stl 407 324-5382 PARCEL DETAIL 2003 WORKING VALUE SUMMARY GENERAL 35-19-30 522 0000- Parcel Id: 0120 Tax District: S1-SANFORD Value Method: Market Number of Buildings: 1 00 Depreciated Bldg Value: $45,572 Owner: PERRY SALLY V ffC/O Exemptions: HOMESTEAD Depreciated EXFTValue: $128 own/Addr: PERRY JOSEPH C JR & MARILYN R Land Value (Market): $10,000 Address: 113 ANDERSON CIR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $55,700 Property Address: 113 ANDERSON CIR SANFORD 32771 Assessed Value (SOH): $47,939 Subdivision Name: COUNTRY CLUB MANOR UNIT 3 Exempt Value: $30,000 Dor: 01 -SINGLE FAMILY Taxable Value: $17,939 SALES Deed Date Book Page Amount Vacllmp ARTICLES OF AGREEMENT 11/1995 02994 1370 $40,000 Improved 2002 VALUE SUMMARY WARRANTY DEED 1011982 01420 1426 $32,000 Improved 2D02 Tax Bill Amount: $462 ADMINISTRATIVE DEED 12/1978 01203 1886 $24,000 Improved 2002 Taxable Value: $21,815 WARRANTY DEED 01/1974 01027 0154 $18,500 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 12 BLK C COUNTRY CLUB MANOR LOT 0 0 1.000 10,000.00 $10,000 UNIT 3 PB 12 PG 75 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1960 5 1,434 972 CONC BLOCK $45,572 $59,184 Appendage / Sgft OPEN PORCH FINISHED/ 102 Appendage / Sgft CARPORT UNFINISHED / 130 Appendage / Sgft ENCLOSED PORCH FINISHED / 160 Appendage if Sqft UTILITY UNFINISHED/ 70 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM UTILITY BLDG NO FLOOR 1970 80 $128 $320 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax 1putposes. '*' If vou recently purchased a homesteaded property yournextWar's property tax will be based on Jusf/Markef value. http://www.scpafl.org/pls/web/re_web.seminole_county title?PARCEL=35193052200000.,. 4/24/2003