Loading...
HomeMy WebLinkAbout111 Hidden Arbor CtPermit #: V – C) Job Address: I / RECEIVED CITY OF SANFORD PERMIT APPLICATION MAY L q 2 2006 Date: L4A_LP 1' Description of Work: 1441 ° ' / Z 7 zo Zoning: Historic District: g: Value of Work: S — -- Permit Type: Building I,""" Electrical Mechanical ___ Plumbing Fire Sprinkler/Alarm __— Pool Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole'— Mechanical: oleMechanical: 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 V"'_ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcet #: __.L_f-' LO ! In .3 U �� 3 60 0 " 20 _ (A ach Proof of Ownership & Legal Description) /. o7�I�f f %/YJ/71 t/ / -IL-11 �/ S� Vt`l�(D/G� �Vzll hell- cJ %G �Z7o3' Owners Name & Address: a Phone: _ l.. GL 2- /;'0 Contractor Name & Address: I )e C ACC U h //lnr 22 / -1 /—If, e "" -C %Z) 6 %� r� tatee Licensee Num er: Cd Phone & Fax: 4/14) (09 4 " VD.� b �0 9 %�� Contact Person: I IZA 4e L`` Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: 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. 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 suchis water management districts, state agencies, or federal agencies. Acceptance�gna4t.rtof ii v ifica ' th t ll notify the owner of t:he property of the require e is - 1 Owner/Agent Date Si ante of C Print Owner/Ae nt's Name Print tract Ignature f Notary-StateofFlorida/ Date SignaturLindef I �.�^,� vPQy.l���� wder/Agent is Pei � KGc>JI�FP�b�" Contrac r/A Produced ID. - ,I n n 4 �� _ Pri dile OW] APPLICATION APPROVED BY: Bldg: l' ) T 1�1 Zoning: Utilities: (Initial & Date) (Initial & Date) Special Conditions: Law, S 7� 3. vjl/W Z �0 a eent. Date Name DEBBIE BLANTON MY COMMISSION # DD 188491 RY FL Notary Discount Assoc. Co. FD: (Initial & Date) (Initial & Date) 1�00 V_�='.� From: Phyllis Nicholas 407-249-0710 To: Dan Decker Date: 5/10/2006 Time: 4:41:04 PM Page 1 of 2 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total $1427.20 Stock Ci/Sanford Slvin - vnl 407 695-3466 0262 }a .F' 0A,viv Jowwpw, cMA, ASA PRAISER. a�; SIJ SEMI NOLE POU NTY FL: Ia x q t 11 011:L 1 : 0..IST.ST S z i S"FORD, FL �"7f •14+6a 407 156;3- 7506 y - D 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-513-0000-203A Number of Buildings: 1 Owner: TUTHILL TIMOTHY & TAMMI Depreciated Bldg Value: $73,754 Mailing Address: 956 SEQUOIA DR Depreciated EXFT Value: $675 Cq,State,ZipCode: WINTER SPRINGS FL 32708 Land Value (Market): $19,000 Property Address: 111 HIDDEN ARBOR CT SANFORD 32773 Land Value Ag: $0 Subdivision Name: ARBORS AT HIDDEN LAKE SEC 1 REPLAT Just/Market Value: $93,429 Tax District: S1-SANFORD Assessed Value (SOH): $93,429 Exemptions: Exempt Value: $0 Dor: 0103-TOWNHOME Taxable Value: $93,429 Tax Estimator SALES Deed Date Book Page Amount Vac/lmp Qualified SPECIAL 03/2003 04811 0113 $47,000 Improved No WARRANTY DEED 2005 VALUE SUMMARY SPECIAL 12/2000 03979 0863 $100 Improved No WARRANTY DEED 2005 Tax Bill Amount: $1,393 CERTIFICATE OF 2005 Taxable Value: $69,794 12/2000 03973 0534 $100 Improved No TITLE DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 08/1997 03282 0487 $42,300 Improved Yes ASSESSMENTS WARRANTY DEED 07/1992 02458 1913 $42,900 Improved Yes WARRANTY DEED 06/1984 01552 1534 $52,300 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick �; Frontage Depth Method Units Price Value LEG LOT 203A ARBORS AT HIDDEN LAKE LOT 0 0 1.000 19,000.00 $19,000 SEC 1 REPLAT PB 29 PG 85 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1984 6 921 961 921 SIDING AVG $73,754 $80,606 FAMILY Appendage / Sgft UTILITY FINISHED/ 12 Appendage / Sgft OPEN PORCH FINISHED/ 28 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1984 1 $675 $1,500 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 ear's property tax will be based on Just/Market value. littp://www.scpafl.org/pls/web/re_web.seminole_county title?parcel=1120305130000203... 5/10/2006 05/03/06 08:36 An EOT via V51 -FAX DETAIL STARTS HERE Page 1 OF 2 #30129 0 FAX PURCHASE ORDERS Date: 05/03/2006 Page: 2 FROM: THE HOME DEPOT FAX: (800) 426-6791 STORE 0262: CASSELBERR PHONE: (800) 908-9105 Ext. 000 3455 S US HWY 17-92 CASSELBERRY, FL 32707 ============(Use this number to invoice The Home Depot) P.O. Nbr 62460825======= For customer: VIOLA, MICHEAL======= 393-835 BUILDING MATERIALS PERMIT FEE INSTALLATION SITE: VIOLA, MICHEAL PHONE: (407) 699-4630 Ext. 1945 VIENNA DR CASSELBERRY, FL 32707 CUSTOMER NAME: MICHEAL VIOLA PHONE: (407) 699-4630 WORK Ext ORDER: 231052 REF #: Ill No merchandise selected. MERCHANDISE WILL ARRIVE AT SITE VIA THE FOLLOWING: BUILDING MATERIALS PERMIT FEE OPTIONAL LABOR PURCHASED: 01 ...PERMIT FEE. Quantity: 125.00 UM: EA Price Ea.- $1.00 INSTALLATION LABOR SUB -TOTAL: RETAIL MARKDOWN ( 1) INSTALLATION LABOR TOTAL: TRIP CHARGE: $0.00 Extension: $125.00 $125.00 -$12.50 $112.50 00012500 P.O. Nbr 62460825======= I here name and appoint: �AdI"' 3 Printed Name of Appointee Company Name of Appointee Y� 0 1 to be my lawful attomey-in-fact to act for me in applying to (� Government CommerciallResidential Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: — Section Township Z �5 ---_Range S� Subdivision Block / Lot j/ 1 W1W/ d r C ------ - -Project Address _ �/ _7�,- ! r /y _/ Ge 7/�/i _ j— _Owner of Property SSP ✓ P 6/ v_Gt h d `Gi _ i� — Owner Address — — ---- Signed:—_ osrOSsd cont►beMr oienature Date: Certified Contractor �h�'f/ 7- �f_ t" — pri W name — Contractor License #:_ C8C– / Stats of llodde ) County of 0Mt ) Sworn to and PAWMJad before me this S day of by (name of pmon edged) who is dy kn J* me or who hae produced f Notary Pubkc Camniesioa apres F0RMP WdAfta.W0425 VW [ ROBINSONRR I' [':4�:ES�NNjb #"269995 Nember 25: 2007ryPuhllcUndery+t Tuthill Residence 956 Sequoia Drive Winter Springs, FL 32708 Replace two rear entry door units. Opening will meet 35 PSF +/- requirement irida wilding Code Online http://www.floridabuBding.org/pr/pr_app_dtl.aspx?param=wGEVXQ... BCIS Home ! Log In ; Hot Topics' Submit Surcharge; Stats & Facts; Publications) FBC Staff; BCIS Site Map' Links' Search{ ton Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL * FL5600 Application Type New Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 (732)435-1000 rickw@rwbidgconsultants.com Authorized Signature Pete Thornton rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Wendell W. Haney developed the Evaluation Report Florida License PE -54158 Quality Assurance Entity National Accreditation and Management Institute Validated By L.F. Schmidt, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard 101/1.S.2 Accepted Engineering Practice ASTM E1300 Year 1997 2004 2002 ,f 2 4/24/2006 6:31 PM )rida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http://www.floridabufding.org/pr/pr_app_dtl.aspx?param---wGEVXQ... Method 1 Option D 10/21/2005 11/30/2005 12/02/2005 12/07/2005 FL # Model, Number or Name Description ,I 5600.1 a. Series 5500/5600/5700 1 Extruded PVC Sliding Patio Door without Nailing Fin - 2 Panel, 3 Panel and 4 Panel up to 12'0 x 6'8 I ;Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Impact Resistant: Evaluation Reports i f; PTID 5600 T 5600.1 EVAL.pdf Design Pressure: +/- PTID_ 5600 T5600.1 INST.pdf Other: This product meets the requirements for PTID 5600 T 5600.2 EVAL.pdf the State of Florida excluding the "HVHZ". When PTID_5600 T 5600.2 INST.pdf used In wind-borne debris regions this product is required to be protected with an impact resistant i covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 35.0 PSF and Negative 39.0 PSF (see 5600.2 EVAL for any additional size and use limitations). 5600.2 b. Series 5500/5600/5700 Extruded PVC Sliding Patio Door with Nailing Fin - 2 Panel, 3 Panel and 4 Panel up to 12'0 x 6'8 i Limits of Use (See Other) i Installation Instructions Approved for use in HVHZ: Verified By: j Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: This product meets the requirements for I I the State of Florida excluding the "HVHZ". When used in wind-borne debris regions this product is required to be protected with an impact resistant i 1 covering that complies with Section 1609.1.4 of the i Florida Building Code. Maximum Design Pressure Rating - Positive 35.0 PSF and Negative 39.0 PSF (see 5600.1 EVAL for any additional size and use j limitations). Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 @ 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: _, WN �`c® f 2 4/24/2006 631 PM RW Bc Report No.: Date: Product Category: Product sub -category: Product Name: R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report FL 5600.1 October 21, 2005 Exterior Doors Sliding 5500/5600/5700 Sliding Patio Door Extruded Vinyl W/out Nailing Fin Manufacturer. Silverline Building Products Corporation 1 Silverline Drive North Brunswick, NJ 08902 Phone: 732.435.1000 Facsimile: 732.247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Silverline Building Products based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2004 Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building Code, do not exceed the following design pressures: Design Pressure Rating: Maximum Design Pressure Rating Positive 35.0 PSF Negative 39.0 PSF (See Limitations for size restrictions) See Drawing No.: FL 142 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. f :i t G�v� Wendell aney, (FL # 54158) November 29, 2005 FL 5600.1 EVAL.doc — PF 853 Sheet 1 of 3 Limitations 1. The 5500/5600/5700 Without Nailing Fin Units Extruded Vinyl Sliding Patio Doors have been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring windborne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code 2004. 3. Size Limitations: Configurations MAX. Width MAX. Height Single w/ Fixed Lite XO 71.625" 79.75" Single w/ Fixed Lite XO 95.625" 79.75" Single w/ 2 Fixed Lites OXO 143.625" 79.75" 4. The Design Pressure Rating for the various size units are as follows: Configgptons Size Positive PSF Negative PSF Single w/ Fixed Lite XO 71.625" x 79.75" +35.0 -39.0 Single w/ Fixed Lite XO 95.625" x 79.75" +35.0 Single w/ 2 Fixed Lites OXO 143.625" x 79.75" +35.0 -35.0 -35.0 Wendell W. Haney; (FL # 54158) November 29, 2005 FL 5600.1 EVAL.doc — PF 853 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL -142 titled Silverline 5500/5600/5700 Without Nailing Fin Units Extruded Vinyl Sliding Patio Doors prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Test 1. Testing per AAMA / NWWDA 101/I.S. 2-97 as performed by Architectural Testing Inc. and reported in test report number 01-34723.05, dated May 1, 2000, signed by Bruce W. Croak, Director - Product/Physical Testing. 2. Testing per AAMA / NWWDA 101/I.S. 2-97 as performed by Architectural Testing Inc. and reported in test report number 01-39202.01, dated May 14, 2001, signed by Allen N. Reeves, P.E. 3. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by Issuance of Miami -Dade Notice of Acceptance 03-0523.01, expiring August 15, 2007 C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report # 01-34723.05 and 01-39202.01. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell. W. Haney, P.E. 3. Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W. Haney, P.E. D Other Certificate of Participation issued by National Accreditation & Management . Institute, Inc., certifying that Silverline Building Products, North Brunswick, NJ is manufacturing products within a quality assurance program. Wendell W. Haney,� (FL # 54158) November 29, 2005 FL 5600.1 EVAL.doc — PF 853 Sheet 3 of 3 LINE BUILDING PRODUCTS CORP. 1 SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH. 732.435.1000 "SERIES 5500 / 5600 / 5700" SLIDING PATIO DOOR EXTRUDED VINYL W/OUT NAILING FIN GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE EXCLUDING THE "HIGH VELOCITY HURRICANE ZONE". 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN AREAS REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA BUILDING CODE, 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING ANALYSIS. A 3 3 u 2 3. SINGLE w/2 FIXED LITES DESIGN PRESSURE (PSF) +35.0 -35.0 TABLE OF CONTENTS SHEET DESCRIP710N 1 TYPICAL ELEVATIONS DESIGN PRESSURES & GENERAL NOTES 2 HORIZONTAL & VERTICAL CROSS SECTIONS 2X BUCK 3 HORIZONTAL & VERTICAL CROSS SEC110NS(IX BUCK 4 2X BUCK & FRAME ANCHORING 5 IX BUCK & FRAME ANCHORING 6 BILL OF MATERIALS & PANEL CROSS SECTIONS A 3 3 u 2 3. SINGLE w/2 FIXED LITES DESIGN PRESSURE (PSF) +35.0 -35.0 143.62" MAX. O.A. FRAME WIDTH 47.50" MAX. PANEL WIDTH 1 1 2 3 a a z 4 ¢ s v 43.00" > o •• 3 o 0 43.00" 2 V o MAX. D.L.O. x w u') J w -i n w e �¢ o 4 ri ria � n A 3 3 u 2 3. SINGLE w/2 FIXED LITES DESIGN PRESSURE (PSF) +35.0 -35.0 SINGLE w/FIX DIT DESIGN PRESSURE (PSF) +35.0 1-35.0 71.62" MAX. O.A. FRAME WIDTH 35.50" MAX. 1 } PANEL WIDTH 2 3 i , 41 v 0 31.00" Jo MAX. D.L.O. O O toto X O SINGLE w/FIXED LITE DESIGN PRESSURE (PSF) +35.0 1 —39.0 N.T.S. owa. er: TJH cwc. er: RW FL -142 —1 °F- JJ 4 MIM. vvcR L FRAME WIDTH 47.50" MAX. 1 i PANEL WIDTH 2 3 a a z 4 ¢ s v 43.00" > o •• 3 o MAX. w u') J 0 n w a 4 SINGLE w/FIX DIT DESIGN PRESSURE (PSF) +35.0 1-35.0 71.62" MAX. O.A. FRAME WIDTH 35.50" MAX. 1 } PANEL WIDTH 2 3 i , 41 v 0 31.00" Jo MAX. D.L.O. O O toto X O SINGLE w/FIXED LITE DESIGN PRESSURE (PSF) +35.0 1 —39.0 N.T.S. owa. er: TJH cwc. er: RW FL -142 —1 °F- 1/4" MAX. SHIM SPACE (TYP.) g 1-1/4" MIN. EMB. (TYP.)30 2 i 6 29 ..: a • ' $ e N 7 a 2"4 . , 26 Z n a. g �� >n o •a •_ W \e 5� ° 5 .. oo `� a F-11:30 ❑O=��Oa 30 Z m ERS ; 4 N¢ 27 i �ah�dS« c 22 P4 NOT REQUIRED 13 i E y 'ni ON 2 PANEL CONFIGURATION �N © 16 ❑ 0 Jr j �m 26 27 12 O FX 28 12 4 ;°Zti• 5� 4 HORIZONTAL CROSS SECTION (2X BUCK) 29 2 ® FIXED PANEL JAMB \ W`4za NN 1 }VERTICAL CROSS SECTION (2X BUCK) 2 ® HEAD JAMB o =y 1/4" MAX. SHIM SPACE (TYP.) 1-1/4" MIN. EMS. (TYP.) 24 30 Y2 12 uj uj 13 °' Qo 4 9 O 23 6 m o •a'•. C� 16 0 ;-0 10 F ..a+.• � o �� is (n \ai 30 W y oo i w w o 0 °.. �:30 4 ^O 22 "' • a 12/29/0.3 NOT REQUIRED 29 SME, N.T.S. 26 28 27 ON 2 PANEL CONFIGURATION a .. ' M. 6v: TJH 29SEAL ANCHOR 25 cw_ ec RW 2 HORIZONTAL CROSS SECTION (2X BUCK) ® SILL WITH 3 SILICONE ow��ao NO, [ 3 , VERTICAL CROSS SECTION (2X BUCK) 2 ® LATCH JAMB �2J 0 SILL FL-142 scr OF 6 1/4" MAX. SHIM SPACE (TYP.) 31 1-1/4" MIN. 9 29 EMB. (TYP.) 2 16 • n u n� 32 '4 • J S In y 4I .. ❑ z� o 10u,1=00140 0cri •. oo ;d 27 O 30 W a 3 31 I] 4 e c 22 NOT REQUIRED 13 \y �. ON 2 PANEL CONFIGURATION 16 $ E3 4 0 O 0 O aio U ,a m 12 5 u� Z 32 27 12 A 29 4 HORIZONTAL CROSS SECTION 1X BUCK 13 to �� ( ) / N� 3 ®LATCH JAMB l I VERTICAL CROSS SECTION (1X BUCK) W 3 ® HEAD JAMB =o 1/4" MAX. SHIM a y a SPACE (TYP.) m 1-1/4" MIN. EMB. (TYP.) 30 2 12 $ 13 z 4 0 • ❑ 23 6 m O_ C� 16 13 $ rn •a a 7 0 10 a o� ul La 30 o z^ w \m 3 0 p o� ;a:'' a 4 �o -Z 22 29 a; " • —12129103 NOT REQUIRED sous N.T.S. 32 27 ON 2 PANEL CONFIGURATION ° a GwG. ar. TJH SEAL ANCHOR 25 ®SILL WRH aa. 9r. RW 29 K2 HORIZONTAL CROSS SECTION (iX BUCK) SILICONE CAULK �3 VERTICAL CROSS SECTION (1X BUCK) °�"'"GN0" 3 ® FIXED PANEL JAMB3 ® SILL FL -142 sir 6 of 6 4.5" YP.) " 4.5(NP.) 3" (NP.) r; r it 24 ii II NOTE SEE 1 i i r { i r rr r rr 2X BUCK -24 i' Z 1! � N rt I SEE NI OTE 1 ;; i; O Z MASONRY N o OPENING i MEETING STILE i ; J— i SHOWN FOR II REF. ONLY ri ii rr 3 PANEL BUCK ANCHORING 3" (NP.) 3" (NP.) 6" (NP.) 6" (NP.) 6" (NP.) r , CL ri rr ii 26 ii it it � I i (NP.) HEAD i & JAMBS li .r 2X BUCK { 26 I 1 MEETING STILE (NP.) HEAD SHOWN FOR & JAMBS {{ REF. ONLY MASONRY i{ OPENING —, f I ii SEE ca II NOTE 1 it r 1 3 PANEL FRAME ANCHORING NOTES: 1. 3/16" TAPCONS REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2-5/16" CLEARANCE TO ADJACENT TAPCONS. cr Z ,j CL i+yU� m Z 0 �a ivamn'aaavjWgMu e� w�1C13�i:1':18I W:1901:NL'll►` N.T.S. By: TJH ar: RW NG NOs FL -142 4 OF n lx� .P o Z C O W � Z oom N a 3" (NP.) 3" (TYP.) 9 = Z O n o a 6.. (NP.) I 6" (NP)31 (NP.) HEAD ct & JAMB SEE NOTE 2 (NP.) HEAD & JAMB SEE NOTE 2 ii ii XD: ii 0 \tea 0 j: 'yb� 1X BUCK ii ii Z ii o O Z U o U i i ko � �� x MEETING STILE '' u� z o U :Vs MASONRY SHOWN FOR ; ; SILL ; REF. ONLY OPENING N i moo �3 SEE I NOTE 1 • � ii I it I i� O U •� 3 PANEL FRAME ANCHORING 2 PANEL FRAME ANCHORING c V) WITH 1X BUCK WITH 1 X BUCK a o � W N O N 0 NOTES. O O 1, 3/16" TAPCONS REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A a 12129103 MINIMUM 2-5/16" CLEARANCE TO ADJACENT TAPCONS, saw: N.T.S. M. BY.. TJH 2. 5/16" TAPCONS REQUIRE A MINIMUM 3-1/8" CLEARANCE TO MASONRY EDGES cw_ 9Y.. RW AND A MINIMUM 3-3/4" CLEARANCE TO ADJACENT TAPCONS. ORAWNG H0.: FL-142 SHEEP �, OF_&_ REM DESCRIPTION MATERIAL 1 EXTRUDED PVC .090' MAIN FRAME HEAD ;(f5501 BY SILVERUNE• PVC �— — 1.59" --� 2 EXTRUDED PVC .090' MAIN FRAME JAMB >Y5501 8Y SILVERLINE' PVC 5 ° v 3 EXTRUDED PVC .090" SILL I/5503 BY SILVERUNE' PVC 20 Z r W 4 EXTRUDED PVC .060` GAZING BEAD /2317 B1' SILVERUNE' PVC C° �a W C _ 5 EXTRUDED PVC .090' PANEL 70P RAIL ;dl$504 BY SAVERLINE• PVC p 4 s6 c ~ on °.8 6 EXTRUDED PVC .090' PANEL BOTTOM RAIL X5504 BY 57LVERUNE" PVC i4 N>n m Tri n 7 -EXTRUDED PVC .090' PANEL LOCK STILES x'5504 BY SILVERUNE" PVC O a� 8 EXTRUDED PVC .090' ACTIVE PANEL INTERLOCK STILE X5508 BY SILVERUNE" PVC O� = 3mz S g SLIDING PATIO p00R HANDLE LOCK SET, HANDLE �C737, LOCK X537 _ 0$ 9a ip SLIDING PATIO DOOR ROLLER ASSEMBLY fit-1935-6876 BY BUILDERS N.W. - 13 n $3 11 FIXED LITE RETAINING CLIP PLASTIC >�5515 8Y SILVERUNE PLASTIC i 6 °$ ;' i2 ROWNG PATIO DOOR SCREEN _ GLAZING 1" INSULATED TEMPERED. GLASS S 13 7/8" TEMPERED - 3/4" AIR - 1/8" TEMPERED GLASS 14 GLAZING COMPOUND (DOW /1198) SILICONE 0 `n 15 INTERLOCK STILE STEEL REINFORCEMENT .0.50" /$535 BY SILVERUNE -STEEL O o -iz 16 WEATHERSTRIP PILE .270 x .220, PANEL STILES &RAILS (ULTRAFAB) PILE Q��rc 0"'o �w 17 %8A x 2` PFH ZINC PLATED SCREW FRAME CORNERS HEAD STEEL 1" MIN. ��� 11 18 EXTRUDED PVC .090" FIXED PANEL INTERLOCK STILE p5507 BY SItVERUNE' PVC GLASS THK. �a ay 19 /8A x 1 1/2' PFH ZINC PLATED SCREW PANEL CORNERS SILL STEEL G7 �a m O 4 U 20 GLASS METAL SPACER _ aNNw 21 GLAZING SHIM _ 22 STEEL STILE REINFORCEMENT .12$" /5516 8Y SILVERUNE STEEL 6 7IOZ O 3 23 EXTRUDED ALUMINUM SILL COVER ALUM. J a y a 24 3/t6" X 2-3/4' 7APCON STEEL 76 25 3/16" X 1-3/4" H.H. 7APCON STEEL 21 2 6 m 26 ;(<10 X 2-1/4' PAH SMS STEEL 27 1/4' MAX. SHIM wooD 10 PANEL EL AT10N 28 2X BUCK WOOD 9 29 MASONRY CONCRETE 2�VERTfCAL CROSS SECTION z � �� SILICONE 6 a 31 $/i6" X 3-1/4' H.H. TAPCON STEEL N N 32 IX BUCK THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED "MMA 2.145" z 14 i8 8 13 9 0 BY EXTRUDERS LICENSEES IN CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 75 20 U) 435" 221" BITE INSULATED TEMPERED GLASS in 4[j_GSS 1/8" TEMPERED 00 Ca Z 29 03 WAL12 �eic N.T.S. —AIR SPACE — — mrB BY. TJH cw. BY; RIN 1/8" TEMPERED 22 REQUIRED 1 HORIZONTAL CROSS SECTION 4 9NOT awvnrlc No: ING DETAIL ON 2 PANEL CONFIGURATION 6 FL-142 sir 6 W_6 WOOD