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HomeMy WebLinkAbout181 Wood Ridge Trl (2)Permit # : V(D l Job Address: _.`/_�JooG/ Description of Work: Historic District: Zoning: _ RECEIVED C:i'1fY Uf SANFfSRrt PEliltl[I11 ADFLIC'ATION MAY 3 0 20013 Dat.e:. ------- Value of Work: Permit Type: Building 1/ _ 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 Cale, Required) Plumbing/ New Commercial: # of Fixtures __ # of Water & Sewer Lincs_.__.— # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair -- Residential or Commercial Occupancy Type: Residential —T Commercial Industrial Total Square Footage: Construction Type: C � # of Stories: # of Dwelling Units: ___ Flood :one: _— (FEMA form required for other ithniin Vic; 7 � C; /J Z =[�_ 9 D S /Tt S- i�6. 6�6� O / U_— / (A„tto�rh(Proof ofth/wnercltin Rr I,ep ripti Owners Name &Addres�s: Contractor Name & Address: State I.,iclonse N%tuber: Phone Rc Fax: 7 Q7 "G� D �% %10 -�3J lS - -Contact Person: __ Akk _//Z°GyL�// Bonding Company: --------- Address: Mortgage bender: _ — --- Address: Architectl Engineer: �.._— __... _ __ Phone: i 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 hes 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.,jurischotion. I understand tbat a separate permit must he secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFID&_VL : 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 NO'T'ICE 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. ON TICS: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may he 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. permit is v rificati t t 11 notify the owner of the property of the requiretn nts - f Florida L en I iv, FS. 13. la -c4 i �� --.. _ �attl�e o; mer/A e q Date S' i tur , f Cont rac r/A t Date _ Print O ,ner/Agent Nat d Print Co tractor/Agent's Name Signature of nt - to of Florida' Date i attire of NotarNA%e of FI Ai D �� ; ...,�� JO ANN M. JOHNSON * * MY COMMISSION # DD 285622 Owner/Agent is _ Personal) Known to Me or EXPIRES; March 23, 2008 Y Contractor/Agent�R� �� rsEgf0 '[4hfld s Produced i D—�_t,Z� N Produced I D .._ —_D --? APPLICATION APPROVED BY: Bldg: _ Zoning: _- _ Utilities: ( niti te) (Initial & Date) Special Conditions: LkE!E H GATES State of Florida es June 6, 2008 326142 FD: (Gtitial Xc Date) (lnitiai & Date) From: Daniel Snyder 386-532-5637 To: Dan Decker Date: 5/6/2006 Time: 1:12:54 PM Page 1 of 2 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total -$1,008.55 ETA: 05/19 Sanford Masonite-Fbgl 407-321-4721 0264 D vsD CFA.ASA =,-Ir _oHNsoa. RUPIRTY `i t 49 SEMINOLE COUNTY FL, 1101 E. FIRST ST SANFORD, FL 32771.1468 40.d' � �� r� • r r3 r^ % .' 1ox1, �j ' 407-555-7548 12 Jrt:Yii tai W�6 'A Wk 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-30-5GS-0000-0410 Number of Buildings: 1 Owner: MICHNIEWICZ JOSEPH E & CYNTHIA Depreciated Bldg Value: $134,281 Mailing Address: 181 WOOD RIDGE TRL Depreciated EXFT Value: $12,095 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $48,000 Property Address: 181 WOOD RIDGE CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYWOOD REPLAT Just/Market Value: $194,376 Tax District: S1-SANFORD Assessed Value (SOH): $114,001 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $89,001 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,459 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $1,710 WARRANTY DEED 03/1988 01942 0285 $88,700 Improved Yes Save Our Homes (SOH) Savings: $749 WARRANTY DEED 05/1987 01851 1685 $82,000 Improved Yes 2005 Taxable Value: $85,681 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LEG LOT 41 KAYWOOD REPLAT PB 30 PGS LOT 0 0 1.000 48,000.00 $48,000 27 & 28 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 1986 6 1,568 2,176 1,568 CB/STUCCO $134,281 $145,169 FAMILY FINISH Appendage ! Sgft GARAGE FINISHED/ 552 Appendage ! Sgft OPEN PORCH FINISHED/ 56 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 POOL GUNITE 1989 512 $5,888 $10,240 SCREEN ENCLOSURE 1989 2,616 $2,270 $5,232 PEBBLE DECK 1989 888 $2,042 $3,552 ALUM PORCH W/CONC FL 1989 672 $1,895 $4,368 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=3219305GS0000041... 5/6/2006 INSTALL PURCHASE ORDERS Date: 03/13/2006 Page: 2 ________====(Use this number to invoice The Home Depot) P.O. Nbr 62460117=====__ For customer: HILLER, CRAIG======= CUSTOM WORK: O1 CUST LABOR CHARGE FOR PREFINISHED DOOR Quantity: 1.00 UM: EA Price Ea.: $81.00 Extension: $81.00 INSTALLATION LABOR SUB -TOTAL: $0.00 RETAIL MARKDOWN ( %) $0.00 CREDIT FOR MEASUREMENT: -$30.00 INSTALLATION LABOR TOTAL: $401.00 00034480 P.O. Nbr 62460117=====__ LIMITED POWER OF ATTORNEY I herebya and appoint: —Printed Name of Appointee Dr ed O/S, L h L Company Name of Appointee to be my lawful attorney-in-fact to act for me in applying to �� ' x Government CommerclaUResidential 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 —�_— Range Subdivision Block J Lot ` Zfl G/ �/ /� — Project Address ed �% .f x,17 ,f /LL ____-Owner of Property / ----- —Owner Address ASigned:— _ oatifi•d contractor eienatun Date: ol� - U 6 Certified Contractor.��hi'�/ T. %��,� — printed name — Contractor License #:_ CBG /Dye `L -- Stats of Flla�a P�;. *•' County l0 n r /two A day of Ce,* -(nam of persim duwwledged)wh*�dy to Ina or who hm produced A Jh4rd riOnVl't al�IPee: P�;. *•' BRYgNr K. ROBINSON My COMMISSION # DD a� ` EXPIRE 269995 S: November25, F0AMPwWdaronwporM1w L� Ht Fc " 2007 Bonded ihru Notary public Undenrners Michniewicz Residence 181 wood Ridge Trail Sanford, FL 32771 Opening will meet 35 PSF +/- requirement Replace front entry door unit. M I A M MJADE mr: z BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Premdor Exterior Door Product 1955 Powis Road West Chicago, IL 60185 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 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: Fiberglass Door Glazed 618" Inswing w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S-2214, titled `Exterior Door Product Single & Double Inswing 6'8 Glazed Fiberglass Door", sheets 1 through 8, prepared by RW Building Consultants, Inc., dated 1/29/02, 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. NIIISSILE 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 I as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02-0419.08 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 Page 1 Premdor Exterior Door Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S-2214, titled "Exterior Door Product Single & Double Inswing 6'8 Glazed Fiberglass Door", sheets 1 through 8, prepared by RW Building Consultants, Inc., dated 1/29/02. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of a fiberglass outswing/inswing glazed double door, prepared by Certified Testing Laboratories, Test Report No. CTLA805W 2, dated 2/3/02, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Lyndon Schmidt, P.E., dated .3/12/02, signed and sealed by Lyndon Schmidt, F.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0718.08 issued to ODL, Inc. for "HP Polypropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17/06. 2. Test Report No. ETC -00-577-10148.0, prepared by ETC Laboratories, issued to RSL, Inc., dated 12/15/01, for Extruded PVC, tested per ASTM D 635 - 91 "Standard Test Method for Rate of Burning and Time of Bunning of Self - Supporting Plastics in a Horizontal Position"; ASTM D 2843-93 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics"; ASTM D790-96 "Standard Test Methods for Flexural Properties of Unreinforced and reinforced PIastics and Electrical Insulating Materials, signed and sealed by Joseph L. Doldan, P.E. 3. Test Report No. ETC -01-756-10828.0, prepared by ETC Laboratories, issued to Trinity Glass International, dated 5/22/01, for non -foam lupoy, tested per ASTM D 635 -96"Standard Test Method for Rate of Burning and Time of Burning of Self -Supporting Plastics in a Horizontal Position"; ASTM D 2843-93 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics"; ASTM D1929-96 "Standard Test Methods for Ignition Properties of Plastics, ASTM D 638 -96"Standard Test Method for Te 'le Properties of Plastics" signed and sealed by Joseph L. Doldan, P.E. �r� Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02-0419.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E - i Premdor Exterior Door Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) 4. Test Report No. ETC -01-797-10925.0, prepared by ETC Laboratories, issued to Premdor Exterior Door Products, dated 12/05/01, for specialty/baylite polypropylene glass frame material, tested per ASTM D 635 -96"Standard Test Method for Rate of Burning and Time of Burning of Self -Supporting Plastics in a Horizontal Position"; ASTM D 2843-93 "Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics"; ASTM D1929-96 "Standard Test Methods for Ignition Properties of Plastics, signed and sealed by Joseph L. Doldan, P.E. 5. Test Report No. 106924, prepared by Warrington Fire Research Consultancy Testing, issued to Premdor Crosby Limited, dated 3/9/01, for two specimens of fully insulted, single -acting, single -leaf doorset, tested per BS 476: Part 22: 1987, Clause 6, signed by A. Kearns and D. Williams. E. STATEMENTS 1. Statement letter of conformance, dated 3/12/02, signed and sealed by Lyndon Schmidt, P.E. 2. Statement letter of no financial interest, dated 2/11/02, signed and sealed by Pamelia Higgins_ F. OTHER I . Letter for Pistorino & Alam Consulting Engineers, Inc. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02-0419.08 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 E-2 Premium Quality Doors FIBERGLASS GLAZED IN -SWING DOOR UP TO 12'0 X 6'8 WITH OR WITHOUT SIDELITES GENERAL NOTES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH HE 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 I. 5. THIS SYSTEM DOES NOT MEET THE WATER REQUIRE- MENTS FOR "HIGH VELOCITY HURRICANE ZONES". 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE. 37.50' MAX. 74' MAX. OVERALL WIDTH OVERALL FRAME WIDTH !i i x x 0 CONTENTS "RIPTInu 148.5" MAX. OVERALL ALL FRAME WIDTH 37.25" MAX. 36.375'MAX. PANEL 35.75" MAX, 35.75"MAX. FRAME WIDTH WIDTH W AST AGAL `- PANEL WIDTH PANEL WIDTH 37.50" MAX. OVERALL WIDTH 35.75" MAX. r PANEL WIDTH NEGATIVE SINGLE + 52.0 PSF x � � SINGLE WITH SIDELITES + 52.0 PSF - 52.0 PSF DOUBLE W/WO SIDELITES + 52.0 PSF 71' MAX 74' MAX OVERALL FRAME WON -1� OVERALL FRAME WIDTH UNIT TYPE POSITIVE NEGATIVE SINGLE + 52.0 PSF x � � SINGLE WITH SIDELITES + 52.0 PSF - 52.0 PSF DOUBLE W/WO SIDELITES + 52.0 PSF W 21" MAX. D.L.O. 27" MAX. 21' MAX. WIDTH O I r ci 44 e 0 0> oQ WIDTH WIDTH01 / f 1 71' MAX 74' MAX OVERALL FRAME WON -1� OVERALL FRAME WIDTH UM a MC) .. D M Q COp t�0 o v� 0, Tcc$Oto U LnZ m U o W W Q O 4 10.5* VAX OVERALLFRAME WIDTH OVERALL FRAME WOTH �I �%Lu Tr 60 11 0 x x x 0 x 0 0 x x 0 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED UNIT TYPE POSITIVE NEGATIVE SINGLE + 52.0 PSF x � � SINGLE WITH SIDELITES + 52.0 PSF - 52.0 PSF DOUBLE W/WO SIDELITES + 52.0 PSF W 21" MAX. D.L.O. Z 4 a WIDTH O I r ci 44 e 0 0> oQ UM a MC) .. D M Q COp t�0 o v� 0, Tcc$Oto U LnZ m U o W W Q O 4 10.5* VAX OVERALLFRAME WIDTH OVERALL FRAME WOTH �I �%Lu Tr 60 11 0 x x x 0 x 0 0 x x 0 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED UNIT TYPE POSITIVE NEGATIVE SINGLE + 52.0 PSF - 52,0 PSF SINGLE WITH SIDELITES + 52.0 PSF - 52.0 PSF DOUBLE W/WO SIDELITES + 52.0 PSF - 52.0 PSF * _ ORAWW6 9y=Oz---'.._.� S-2214 sHw i O ii:sz-:, w � b 0 p v o . z 1 VERTICAL CROSS SECTiQN 0° 2 DOOR PANEL N w z L 2.1 VERTICAL CROSS SECTION 2 SIDELITE PANEL N w SEE NOTE 1 SHF. 7 SEE NOTE 3 SHT. 7 x I I1 IDOOR BOTTOM RAIL & 3-0 SL BOTTOM RML I COMPOSITE I es wbus Z N.T.S owa. Or. WL C4K. BY: RY -- rt1 N 1 S-2214 snccr _2_ O in to N 3 13fn N 4E us V 77 w 40 3234 9 T SEE NOTE 33 35 = z "'N SEw 2 SHT. 2 SH. a� SEE GLAZING - SEE GLAZING DETAILS a J DETAILS J 3836 _ > 3836 3937= o N X 3937 a EXTERI y INTERIOR M o r EXTERIOR t2 p v o . z 1 VERTICAL CROSS SECTiQN 0° 2 DOOR PANEL N w z L 2.1 VERTICAL CROSS SECTION 2 SIDELITE PANEL N w SEE NOTE 1 SHF. 7 SEE NOTE 3 SHT. 7 x I I1 IDOOR BOTTOM RAIL & 3-0 SL BOTTOM RML I COMPOSITE I es wbus Z N.T.S owa. Or. WL C4K. BY: RY iL WAWM fa, S-2214 snccr _2_ O ti ASTRAGAL RETAINER BOLTS 4 21 3 9 0, :zd BOLTS TOTAL, (2) 8.0"(O TOP & (2) 9.0" L. 6 BOTTOM INTERIOR 34 U 2 SHT. 7 21 Y 'E p 4 p(0 37 2 SEE NOTE SEE NOTE INTERIOR OG 25 36 "' 0 38 37 4 4 1 SHT. 7 .n w a p cr dt 8 < 2 a Iw 36 o to •L• Xar a .�µ• ..'.� Q Q aft a NS O tri ci CC ?s 41 I- 25 13 35 33 3 35 8 1 $ W SEE NOTE n a 4 SHT. 7 29 t5 34 32 2 4 t5Lu 1 2 a 4 SEE NOTE 6 SHT. 7 Q HORIZONTAL CROSS cEcnoN U2 ASTRAGAL RETAINER BOLTS (2)%,VINSWING UNIT o BOLTS TOTAL, (1) 1975" o W/WINDJAMBER ASTRAGAL MFG BY 8 C3_� HORIZONTAL f.ROSS SECTION TOP & (1) 19.75" L ® BOTTOM GENESIS ARCHITECTURAL PRODUCTS LATCH TO SIDELI E CL UIn - (SHOWN WITH YO SIDELITE) Irct 2� 8 bQ ; UNCLIPPED LAMINATED MULLION USED $> > �� WITH CONTINUOUS HEAD & THRESHOLD o$W W &w Oy HLn ORIZON HORIZONTAL CROSS Sc(:N11u INSWING UNR 2 t '.',9 z = O ULTIMATE ASTRAGAL MFG BY y ENOURA PRODUCTS u SEE NOTE 2 SHT. 7 SEE NOTE $ 0000 n 49 25 B z In 40 43 t SHT. 7 r W 44 a 1 37 6 5 SHT. 7 SEE NOTE 30 13 SEE NOT. TE 6 SEE NOTE 3 SHT. 7 21 INTERIO2 6 1713 fC4 3335 44iISiS}t � 3 34 i 2 2 13 35 33 THE 2) FRAMES ARE C4, HORIZONTAL CROSC_y SECTION m a C Z . 15 34 3 GLUED TOGETHER W/ CONSTRUCTION ADHESIVE LATCH TO SIDELITE 1 2 5 (SHOWN WITH 14" SIDELITE) XT RIOR T - DOOR do SIDELITE JAMB FORMS 18 UNCLIPPED MULLION WHEN NOT USING CONTINUOUS HEAD k THRESHOLD 26 .15" MAX. o+Te 1/29/02 p C -SINK oft Y. WAE: N.T.S. Br; WLN 25" MAX. ismeD[y1g yy owa. Br: RW MOA/ CIO,* SHIM y HORtZONTA 1.15" MIN. .ROS LATCH TIJ BUCK ..TION B w0: EMB. S-2214 s ccT or 8 SEE NOTE 1 SHT. _7 .ly�r 7 � r Ys ?•. ! : r z� 7 EXTERIOR Tc ~ 2 1 a 1'1'\_HOR17ONTAI CROSS SECTION HINGE TO SIOEUTE (SHOWN WITH 3'0 SIOEUTE) NOTE UNCUPPEO LAMINAT O MULLION USED WITH CONTINUOUS HEAD & THRESHOLD Trr i fY_�RIDR 3 � 2 e �! r Q a HOR17ONTAt CROSS SCROSS S C� 4 HINGE TO SIDELITE (SHOWN WITH 14' SIDEUTE) fi=- DOOR & SIDELITE JAMB FORMS UNCLIPPED MULLION WHEN NOT USING CONTINUOUS HEAD & THRESHOLD SEE NOTE 2 SHT. 7 40 a WO SEE NOTE 6 SHT. 7 40 14� 0 O S NOTE W 3 V 6 36 td (0 O - � S ; INTERI THE (2) FRAMES ARE GLUED TOGETHER W/ CONSTRUCTION ADHESIVE er D b 1.15' MIN. EMB. 39 0 z 3 2� INTERIOR N EXTERIOR SEE NOTE� 2 SHT. 7 z 39 0 O 40 4rSlEIS'NOTE \J 3 V 6 36 td (0 O - � r::r:•�. INTERI O (ft CO [joam • •« .25' MAX CCa=t�0 SHIM EXTERI SECTIO 46 z = M L[T U tor 01 S 3 33ul D, Z 5 » w 34 3 W W 4• =a 4 15' MAX. C -SINK .25' M Mtn AX �pY VI N SHIM a W %1 tI0R1ZONTAL CROSS SECTION 4 SIDELITE TO BUCK =w DTE K 4z a \J 15' MAX. C -SINK .25' MAX SHIM 4 HORIZONTAL CROS SECTIO \,Ij HINGE TO BUCK 4 1129102 N. T.S. W WLN ft RW NO NO.: S-2214 -�L or U 00 00 O M "0,.D 00 y 00 �s 96C.3_ LID w4U� �U`. u�7 w n a 3 ct 1 ' t yl o 6" 6" SEE DETAIL "E" SHT, 6 r ryp.r\2"bjTYRTYP. T_YP. TYP. aSEE DETAIL D" SHT. 6 n M L N - _ a N TYP. TYP. SEE DETAIL a w SEE DETAIL "C" SHT. 6 n w n "C' SHT. 6 — A H O A co A SEE DETAIL "D" SHT. 6 n — 6" — LU /fL T �— 6" T 6" T —i V 3" U 00 00 O M "0,.D 00 y 00 �s 96C.3_ LID w4U� �U`. u�7 w n a 3 -1Z 'N.T.S. !L 0 � ta+c er: RW WHEN ATTACHING SIDELITE THE ABOVE ANCHORING APPLIES, UPAYM NO.; 8f 5-2214 SHEV 5 or 8 ct U yl o E aa -1Z 'N.T.S. !L 0 � ta+c er: RW WHEN ATTACHING SIDELITE THE ABOVE ANCHORING APPLIES, UPAYM NO.; 8f 5-2214 SHEV 5 or 8 11.25 DETAIL "A" UNC IPPFn V AYINeTFIT 1A11111f1N ATTACHMENT TO CONTINUOUS HEADER 6" SEE DETAIL 3„ 6" 3" "E" SHT. 6 3" 1 i 11 I TYP. 3_ TYP. SEE DETAIL 7YP "A' SHT. 5 MULLION SHOWN p In SEE DETAIL JLi"C" SHT. 6 to RE IS A 1 PIECE MULL v SEE NOTE 6 SHT, 7 a Y a � 8 SEE DETAIL B "D" SHT. 6 6„ v 11 r SEE DETAIL F'F,T-T-- F1 B.' SHT. 6 6" 3" _ ©6" I I TYP. 3" 3" 3^ 6^ SEE DETAIL 6_ DETAIL "8" UNCLIPPED LAMINATED MLn LI0N "F" .SHT. 6 ATTACHMENT TO CONTINUOUS THRESHOLD DOUBLE DOOR WITH (2) J'O SIDF1ITFS 3" v co � °p o rcS:o� q U O NS(0 C �H W a 4 d2 7 DETAIL "E" WINDJAMB R ASTRAGAI DETAIL "E" ENDU A TR.ACAI 26 ATTACH ASTRAGAL RETAINER BOLT ATTACH ASTRAGAL RETAINER BOLT 42 7 Q STRIKE PLATE TO FRAME STRIKE PLATE TO FRAME Y6 7 AS SHOWN. AS SHOWN. DETAIL "C" ASTRAGAL RETAINER BOLT HOLES ASTRAGAL RETAINER BOLT HOLEOTE: 1/29,/0, MUST BE DRILLED THROUGH DETAIL "D" THE BE & INTO THE MUST BE DRILLED THROUGH"� = N.T.S. TEST BUCK DEEP ENOUGH THE THRESHOLD & INTO THE V0Qii�FOR A 2' THROW TEST BUCK DEEP ENOUGH FOR 1.375" THROW CPK ar, RW DETAIL F" WW In BER ASTRAGAL DETAIL "F" ENDURA ASTRAGA OPAW 5 O, - 33 .25" STEEL INTERCEPT 25 34 INTERCEPT EXTERIOR 38 SPACER EXTERIDR 25 37 ,125" TEMP. • • '$ • GLASS 25" AIR u .25" AIR SPACE INTERIOR 25 SPACE .125" TEMP. GLASS 40 R 125" TEMP. INTERIOR z GLASS 25 (RSL) N GLASS SITE 40 25 "� 1/2" INSuLATFD TEMPERED GLASS SEE NOTE IINTERg (ODL) 2 SHT. 7 .50" .50" GLASS BITE GLASS BITE .25" STEEL INTERCEPT 35 SPACER 25 39 ,125" TEMP. EXTERIOR GLASS "S •� • 25" AIR + . ' + . SPACE Y I RI z r .125" TEMP. 25 w GLASS 0 vqa SEE NOTE 1" INSULATED TEMPERED GLASS 2 SHT. 7 50" (SPECIALTY BAYLITE) .25" STEEL .25" STEEL INTERCEPT 25 34 SPACER EXTERIOR 38 SPACER .125" TEMP. 36 GLASS • • '$ • • ;; 25" AIR u SPACE INTERIOR 25 Y 11 V, .125" TEMP. GLASS 40 R SEE NOTE 1/2" INSULATED ATEA TEMP R D GI ASS 2 SHT. 7 .50" (RSL) GLASS SITE GLASS BITE SEE NOTE NOTES: 2 SHT. 7 1, SPACING FOR ITEM #44 THE PIN NAIL ATTACHING THE SIDELITE TRIM IS AS FOLLOWS; TOP & BOTTOM (1) AT 2.0" FROM OUTSIDE CORNER WITH (3) MORE 3.75" O.C. SIDES FROM TOP DOWN; (1) AT 2.75" FROM VERTICAL CORNERS WITH (6) MORE AT 14.0" O.C. MAX. 2. SPACING FOR ITEM #40 WITH ITEM #32: TOP & BOTTOM (1) SCREW IN THE CENTER AND (1) 3.75 FROM EACH HORIZONTAL CORNER. TOP DOWN, 3.375", 10.75", 18.125", 25.5 32.875", 40.25", 47.75", 55.125" & 62.5".SPACING FOR ITEM #40 WITH ITEM #33: TOP & BOTTOM (1) SCREW IN THE CENTER & (1) 3.25" FROM EACH HORIZONTAL CORNER. TOP DOWN 3.25", 13.75", 26.5 39.25", 52.0", & 62.625".SPACING FOR ITEM #40 WITH #34, TOP & BOTTOM; (1) SCREW IN THE CENTER & (1) 3.75" FROM HORIZONTAL CORNERS. TOP DOWN, 4.5 18.25", 33.0', 47.625" & 61.375". SPACING FOR ITEM #40 WITH ITEM 35, TOP AND BOTTOM (1) SCREW IN THE CENTER & (1) ,75" FROM EACH HORIZONTAL CORNER, TOP DOWN 13.125", 26.25", 39.375" & 52.5". 3. THE SIDELITE IS HELD INTO THE FRAME IN THE 2 PIECE MULLION APPLICATION WITH ITEM #14 (#10 X 2") SPACING AS FOLLOWS; HEADER AND OUTSWING THRESHOLD; (1) SCREW 3.0" FROM EACH HORIZONTAL CORNER. IN THE INSWING APPLICATION USE ITEM #50 (#10 X 3") IN THE INSWING THRESHOLD. SIDES; (1) AT 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY SPACED. 4. SPACING FOR ITEM #41 ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS; FROM THE BOTTOM UP; 1.0", 3.0", 5.0", 20.0', 38.75" & 57.75'. FROM THE TOP DOWN: 1.0", 3.0" & 5.0". 5. SPACING FOR ITEM #49 ATTACHING THE ENDURA ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS FROM TOP DOWN: (2) SCREWS AT 3.0" DOWN AND .68" APART, 4.0", 11.0", 19.0", 27.0", 34.0", 44,0", 51.0", 58.875', 66.875", 73.875", & (2) AT 74.875" .68" APART. THERE IS (1) ADDITIONAL #8 x 1.75" DECK SCREW AT 51.75" DOWN FROM THE TOP. ALL THE SCREWS COMING DOWN THE ASTRAGAL ARE GERED EXCEPT FOR THE 1.75" SCREW, IT IS CENTERED ON THE ASTRAGAL. 6, THE SIDELITE IS HELD INTO THE FRAME IN THE 1PIECE MULLION APPLICATION WITH ITEM #14 SPACING AS FOLLOWS; HEADER AND THRESHOLD; (1) SCREW 3.0" FROM EACH HORIZONTAL CORNER. JAMB SIDE; (1) AT 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY EQUALLY SPACED. AT THE HINGE MULLION THE SIDELITE 1S HELD IN WITH (2) ITEM #42 AT EACH HINGE LOCATION. AT EACH STRIKE MULLION THE SIDELITE IS HELD IN WITH ITEM #42 SPACED 6.0" FROM TOP AND BOTTOM CORNERS WITH (4) MORE EQUALLY SPACED, 1/2" INSULATED T MP R D &U (TRINITY / AMPAC) U � � � O r, t � ,c oto °0 `r 3 10 60, Cz uW 4 U rQ UJI o U �- ;z LLJ 4 � Dara of WLN eMc er: RW S-2214 7 oF; .25" STEEL 32 INTERCEPT SPACER EXTERIOR 25 36 .125" TEMP, GLASS u •a,•a, R $ SPACE • "� .125" TEMP. IINTERg Z F GLASS .50" GLASS BITE N GLASS BITE SEE NOTE NOTES: 2 SHT. 7 1, SPACING FOR ITEM #44 THE PIN NAIL ATTACHING THE SIDELITE TRIM IS AS FOLLOWS; TOP & BOTTOM (1) AT 2.0" FROM OUTSIDE CORNER WITH (3) MORE 3.75" O.C. SIDES FROM TOP DOWN; (1) AT 2.75" FROM VERTICAL CORNERS WITH (6) MORE AT 14.0" O.C. MAX. 2. SPACING FOR ITEM #40 WITH ITEM #32: TOP & BOTTOM (1) SCREW IN THE CENTER AND (1) 3.75 FROM EACH HORIZONTAL CORNER. TOP DOWN, 3.375", 10.75", 18.125", 25.5 32.875", 40.25", 47.75", 55.125" & 62.5".SPACING FOR ITEM #40 WITH ITEM #33: TOP & BOTTOM (1) SCREW IN THE CENTER & (1) 3.25" FROM EACH HORIZONTAL CORNER. TOP DOWN 3.25", 13.75", 26.5 39.25", 52.0", & 62.625".SPACING FOR ITEM #40 WITH #34, TOP & BOTTOM; (1) SCREW IN THE CENTER & (1) 3.75" FROM HORIZONTAL CORNERS. TOP DOWN, 4.5 18.25", 33.0', 47.625" & 61.375". SPACING FOR ITEM #40 WITH ITEM 35, TOP AND BOTTOM (1) SCREW IN THE CENTER & (1) ,75" FROM EACH HORIZONTAL CORNER, TOP DOWN 13.125", 26.25", 39.375" & 52.5". 3. THE SIDELITE IS HELD INTO THE FRAME IN THE 2 PIECE MULLION APPLICATION WITH ITEM #14 (#10 X 2") SPACING AS FOLLOWS; HEADER AND OUTSWING THRESHOLD; (1) SCREW 3.0" FROM EACH HORIZONTAL CORNER. IN THE INSWING APPLICATION USE ITEM #50 (#10 X 3") IN THE INSWING THRESHOLD. SIDES; (1) AT 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY SPACED. 4. SPACING FOR ITEM #41 ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS; FROM THE BOTTOM UP; 1.0", 3.0", 5.0", 20.0', 38.75" & 57.75'. FROM THE TOP DOWN: 1.0", 3.0" & 5.0". 5. SPACING FOR ITEM #49 ATTACHING THE ENDURA ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS FROM TOP DOWN: (2) SCREWS AT 3.0" DOWN AND .68" APART, 4.0", 11.0", 19.0", 27.0", 34.0", 44,0", 51.0", 58.875', 66.875", 73.875", & (2) AT 74.875" .68" APART. THERE IS (1) ADDITIONAL #8 x 1.75" DECK SCREW AT 51.75" DOWN FROM THE TOP. ALL THE SCREWS COMING DOWN THE ASTRAGAL ARE GERED EXCEPT FOR THE 1.75" SCREW, IT IS CENTERED ON THE ASTRAGAL. 6, THE SIDELITE IS HELD INTO THE FRAME IN THE 1PIECE MULLION APPLICATION WITH ITEM #14 SPACING AS FOLLOWS; HEADER AND THRESHOLD; (1) SCREW 3.0" FROM EACH HORIZONTAL CORNER. JAMB SIDE; (1) AT 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE EQUALLY EQUALLY SPACED. AT THE HINGE MULLION THE SIDELITE 1S HELD IN WITH (2) ITEM #42 AT EACH HINGE LOCATION. AT EACH STRIKE MULLION THE SIDELITE IS HELD IN WITH ITEM #42 SPACED 6.0" FROM TOP AND BOTTOM CORNERS WITH (4) MORE EQUALLY SPACED, 1/2" INSULATED T MP R D &U (TRINITY / AMPAC) U � � � O r, t � ,c oto °0 `r 3 10 60, Cz uW 4 U rQ UJI o U �- ;z LLJ 4 � Dara of WLN eMc er: RW S-2214 7 oF; 4.5625' 2.4375" #Tt —ill cli T"' t E� 10 Al .54" w— LITE FRAME DD QCD IAM, LUMBER FRAME 33 HP POLYPROPYLENE 15 LOCK BLOC (S�@ (THERMOFIL-P6-30FM03W 4.375" 2.52 1 2.125" LATCH & HINGE STIL 1-0 SL BLANK STILE 28 LAMINATED LUMBFR MULLION .5" GLASS LITE FRAME LAMINATED LUMBER W/PINE CAP POLYPROPYLFNF 4.563" 2.488' --{7 U-1 VIROLA 505 1 DOOR TOP RAI . 23 INSWING ADJUSWLE THRESHOLD 35 3RECALDVjMXUjE 45 SIDELITE TOP RAIL .050ALUM. BY ENDURA (B. 46 14" SIDELITE SIDE STILE ,5" GLASS LITE FRAMF 47 POLYPROPYLFNF 14" SIDELITE BOTTOM gAIL 2.095'in 2.5" 1.75" 1.581 -1 -1 ir) —T cq T 31 —Tt--.5-3" DOOR BOTTOM RAIL INSWING SIDELITEBOTTOMQ DOOR 8 n12 -0 SL EXTRUDEDSPACER SWEEP \-o/ 3 BOTTOM RAIL 13Y RAE KgROSEAL -5" GLASS UTE FRAME 60 CAP BY END URF, EXTRUSIONS .0ln- PVC f= WOOD COMPOSITE --1 1.0" �-.3125" T I SSIDELITE WOOD TRIM ASTRAGAL HAS 29 (2) 3 0 - BOLTS 0 BOTTOM & (2) &0" BOLTS D TOP 0 TRAIL ) EMUM N,M (WR68AT-6063 150" SWEATHERSRT'i LOX CREEN I OXSEAL V-965 U) cl; 16 O ENDURA- EXTRUDED ALUM ASTRAGAL .055- ALM cm gy.!LLN RW ICH9. W. S-2214 8 OF o T 140" . 525"T� SWEATHERSRTI SCHLEGEL O- ON ODS650 U) cl; 16 O ENDURA- EXTRUDED ALUM ASTRAGAL .055- ALM cm gy.!LLN RW ICH9. W. S-2214 8 OF