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HomeMy WebLinkAbout186 Cedar Ridge Ln (2)CITY OF SANFORD PERMIT APPLICATION Application #: CS v 3 91 Submittal Date: S 7 o 7 Job Address: GCC ✓ c,� 1, tK-t'!� Li,. Value of Work: $ %�• —� Parcel ID: - ig f3 1- 5 2-7 - O b U U' Q I Lo G Zoning: Historic Historic District: Description of Work: 4�eDkcx lr w+ )"U a and ("111 • Square Footage: ...................................................................................4.......................... t......... Permit Type: Building 9-"' Electrical 13 Mechanical ,O Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential Ell" Non -Residential O 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 ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: C !cs # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) .................... . ... .,%) ....................................................................................... Property Owner: r IPrI;r • / IILI i I �d / T�IIh Contractor: I .tPC-I�' er �, )60 /"S i ;4� Address: 19b Oc r L` Address: ZL� G6 v rL )fir �A i>��e✓ S✓�LZ�oY Phone: ND) 3,t1 " (oJ35 E-mail: Phone:gl t!%3 D State License Number: C(lSC lLJ DZ/9S Bonding Company:.. Mortgage Lender: .... _._, _ :... Address: Architect/Engineer: Address: Plan Review Contact Person: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require nts of Florida Lie Law, FS 713. S Signature of Owner/Agent Date Signature of Contractor/Agent Date T. ,) Print Owner/Agent's Name t Contractor/ en Name Signature of Notary -State of Florida Date Signa ure of Notary -Stat of Florida Date Phyllis J. Nicholas ? ° - Commission #DD275024 o Expires: Dec 14, 2007 Bonded Thru Owner/Agent is _ Personally Known to Me or Contractor/Agent isi/ P rsoniiown to i*c Bonding Co.; Wc., Produced ID Produced ID O) �4 APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev 02/2007 3 From: Michelle Snyder To: Dan Decker Date: 5/5/2007 Time: 1:00:54 PM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total -$1.468.40 ETA -05/10 Sanford` TP-stl 407-321-6539 0264 http://www.sepafl.org%web/re web.semmole_county title?parcel=31.193152700000160... 5/5/2007 DAvin Joi,41460%CPA, ASA E VE : e PROPERTY APPRAISER ;3tlr i"U'Liez C ?k',tPNTY. 7L. ......... ,+5.. a t 101 E. FIRST 5T 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-527-0000-0160 Number of Buildings: 1 Owner: FORTIN JEAN D & APRIL A Depreciated Bldg Value: $134,993 Mailing Address: 186 CEDAR RIDGE LN Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $36,500 Property Address: 186 CEDAR RIDGE LN SANFORD 32771 Land Value Ag: $0 Subdivision Name: CEDAR HILL REPLAT Just/Market Value: $171,493 Tax District: S1-SANFORD Assessed Value (SOH): $157,548 Exemptions: 00 -HOMESTEAD (2006) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $132,548 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $2,533 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $2,533 SPECIAL 03/2005 05659 1360 $155,100 Improved Yes Save Our Homes (SOH) $0 WARRANTY DEED Savings: WARRANTY DEED 07/2004 05390 0975 $567,300 Vacant No 2006 Taxable Value: $128,705 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 LOT 16 CEDAR HILL REPLAT PB 63 PGS 96 LOT 0 0 1.000 36,500.00 $36,500 97 & 98 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2005 9 1,120 2,680 2,215 CB/STUCCO $134,993 $136,357 FAMILY FINISH Appendage / Scift OPEN PORCH FINISHED/ 24 Appendage / Scift GARAGE FINISHED / 441 Appendage / Scift UPPER STORY FINISHED / 1095 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits 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. http://www.sepafl.org%web/re web.semmole_county title?parcel=31.193152700000160... 5/5/2007 DETAIL STARTS HERE INSTALL PURCHASE ORDERS Date: 04/23/2007 Page: 1 FROM: HOME DEPOT U.S.A., INC. FAX: (800) 426-6791 STORE 0261: W COLONIAL PHONE: (800) 908-9105 Ext. 7022 W COLONIAL DR ORLANDO, FL 32818 ============(Use this number to invoice The Home Depot) P.O. Nbr 61478239======= For customer: HOLLINGER, OLIVER======= 235-045PATIO DOORS (NATIONAL) INSTALLATION SITE: HOLLINGER, OLIVER PHONE: (407) 532-4979 Ext. 503 SHUMARD OAK CT OCOEE, FL 34761 TRIP CHARGE: $0.01 CUSTOMER NAME: OLIVER HOLLINGER PHONE: (407) 532-4979 WORK Ext ORDER: 307714 REF #: I20 MERCHANDISE WILL ARRIVE AT SITE VIA THE FOLLOWING: PATIO DOORS (NATIONAL) BASIC INSTALLATION LABOR INCLUDES: HINGED PATIO -UP TO 72"X 80" Quantity: 0.00 UM: EA Price Ea.: $376.00 Extension: $0.00 SPECIAL INSTRUCTIONS: CUSTOMER STATES DOOR IS TO TIGHT INSTALLATION LABOR SUB -TOTAL: $0.00 INSTALLATION LABOR TOTAL: $0.00 00000000 P.O. Nbr 61478239======= LIMITED POWER OF ATTORNEY 1 here y name and appoint: //b L ! )0 f _ _Printed Name of Appointee -J� kDisjG Company Name of Appointee to be my lawfulattomey-in-fact to act for me in applying to 61K GJ Government Commercial/Residerdial 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: L— Section Township Range Sz �% Subdivision G U Block 61�,L' Lot Address Owner of Property Owner Address Certified Contractor 41CAi �/ T. -&,le,-- — pdnted name Contractor License State of County of ' ) Swum subsaibed a me tl'Jls day of +'b � - e /� G.-. (name of ! admWedgW) wM to me or who has produoed 4 Com inion apres: e�' • BRYANT K. ROBINSON =2q•�F:i MY COMMISSION # DD 269995 F0M4aWd&WWf014509km ;., Js EXPIRES: November 25, 2007 '',o�•„ Bonded Thru Notary Public Underwriters Fortin Residence 186 Cedar Ridge Lane Sanford, FL 32771 .. a r - Opening will meet 35 PSF +/- requirement Replace front entry door unit. 'RMI"m # M IA M hDADE M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ['ICE OF ACCEPTANCE Jeld-Wen, Inc. 317525 Highway 97 N. Chilognin, OR 97624 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 1.40 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: Series "Jeld-Wen®" 6'8" W/E Inswing Glazed Insulated Steel Door w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S-2195, titled "Wood Edge Glazed Door w/ & w/out Sidelites Up to 107" x 6'8 Inswing Unit", sheets 1 through 7 of 8, prepared by R.W Building Consultants, Inc., dated 12/14/01 with revision 3 dated 10/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration 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 a( the request of the Building Official. This NOA revises NOA # 01-1224.04 and, consislo 9Iis page 1 Rs well as approval document mentioned above. The submitted documentation was reviewed by Jajpu Eisen, P.E. NOA No 02-1211.16 Expiration Date: August 15,2007' Approval Date: January 30, 2003 Page 1 Jeld-Wen, Inc. 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-2195, titled "Wood Edge Glazed Door w/ & w/out Sidelites Up to 107" x 6'8 Inswing Unit", sheets 1 through 8 of 8, prepared by R.W Building Consultants, Inc., dated 12/14/01 with revision 3 dated 10/22/02. 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 DoorCraft series opaque wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-961 W, dated 10/23/02, signed and sealed by Ramesh C. Patel, P.E. Submitted under NOA #01-1224.02 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 DoorCraft series OXXO configuration outswing and inswing glazed wood edge steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA-697W, dated 11/11/01, signed and sealed by Ramesh C. Patel, P.E. with addendum letter dated April 11, 2002 also signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis dated 12/2/02, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schimdt, P.E. Submitted under NOA #01-1224.02 2. Anchor Calculations and structural analysis dated 12/15/01, prepared, signed and sealed by Wendell Haney, P.E. with addendum letter dated April 7, 2002 also signed and sealed by Wendell Haney, P.E. [",�qVw- Jaime Eisen, P.E. Product Control Division NOA No 02-1211.16 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 E-1 Jeld-Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0718.08 issued to ODL, Inc. for "HP Propropylene Doorlight Assembly" dated 1/17/02, expiring on 1/17/06. 2. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA- 697W/DADE01014, dated June 05, 2001 and Nov. 14, 2001, tested per ASTM E8/A370 or B557, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports No. J9906660-001 for "Surface burning characteristics" per ASTM E-84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April 8,1999 ' ,1999; issued by Intertek Testing Services. 4. Notice of Acceptance No. 02-0429.11, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" dated 7/3/02, expiring on 7/3/07. E. STATEMENTS 1. Statement letter of no financial interest, dated 10/10/02, signed by Steve Frey. F. OTHER 1. Notice of Acceptance No. 01-1224.04, issued to Jeld-Wen, Inc. for "Series "DoorCraft" 6'8" W/E Inswing Glazed Insulated Steel Door w/wo Sidelites" dated 8/15/02, expiring on 8/15/07. L��w Jaime Eisen, P.E. Product Control Division NOA No 02-1211.16 Expiration Date: August M 2007 Approval Date: January 30, 2003 E-2 JELD-WEN® Steel WOOD EDGE GLAZED INSULATED STEEL DOOR INSWING 6.8 UNITS W/8 WADUf SIDELME5 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 SHAII 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. THUS SYSTEM REWIRES WINDSORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 162& i OF THE FLORIDA BUILDING CODE. 7. SIDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. minimum tlticbress, Ircial qualify - AKOQ per ASTM 620 with LAldighb fxpwded poysiyrere with fA to 1.25 lb& densly, by Jeld-Wen. Inc. ml Construction h abvrg: The active and inoctive Panels ars constructed n 24GA. (0.021' min.) galvanized steel. The face sheet tap and bottoms bent 90' over the tap and bottom raffle. The tap rail consists of LVL asuring 1.67" x 1.042". The bottom rail Is roll formed 0.021" galvanized el measuring 1.67' x 1.21 The sides of the face sheet aro tuff formed r the LVL latch stile and Porderoso Pme hinge stile which measure 1.67' V. The interior cavity is filled with polystyrene. R. face sheat is glued to paystyrene. The panels ars routed to receive ft OOL Trinity file fromes. The units ore glazed with 0.125" ipered glass or 1.0' Ins, glass. The lite frames are wet glazed the exterior. Ila Construction & 0azirW The sash is constructed from 24GA (0.021" min.) vanized steel. The sages of the face shed are bent 90' over the Poy- we core and and glued to it The sashes are routed to receive the OOL Trinity 61te from. The urrib are glazed with 0.125' tempered glass or ' ins. tempered glass. The fits frames aro wet glazed on the exterior. me Constroetion: The immes are constructed from Ponderosa Pine jambs rosun it 1.25. The head jambs are mortised and butt joined to ails jambs and attached with (3) 16GA 2' x 7/16' crown wire staples. units use a slope adjustable aluminum threshold meas. 4.562' x 1.173. tlu v&%W is attached to the frame with (3) 16go. 2' x 7/16' crown wire staples. F 4.5' OVERALL MAX. FRAME WIDTH 70" OVERALL 36.625' MAX. MAX. FRAME WIDTH 15.5" MAX. 36' MAX. PANEL WIDTH -{� PANEL WIDTH 36" MAX. FRAME WIDTH F W/ASTRAGAL I r PANEL WIDTH MAX. cc 13 PANEL WIDTH cc v � m r r r r r W V¢ a '21.125 'x21.125" _ '21.125' o = ? ? Z civ MAX. MAX. r MAX. D.L.O. D.LO. yr.o D.L.O. o WMTHI, WIDT1�. Yd r WlDrrj„ r 3 � oa a. d 6" MAX. 6' MAX. w N r e r � D.L.O. a D.L.O. 5 w r= N ® LA Qn ® r N 0 nMU�1 e r IN -ACTIVE 'ACTIVE SLE I INSWING �1NR SEE DETAR A ALL UNITS ARE VIEWED SINGLE S10ELtTES / J FROM INTERIOR INSWING UNIT �-?o 37.5" OVERALL SHT.3 107" OVERALL MAX. FRAME WIDTH w o rMAX. FRAME WIDTH 36.625" MAX. PANEL WIDTH FRAME WIDTH 0 3. PANEL WIDTH 3 3fi" MAX. 6" MAX. o� 410 o PANEL WIDTH 14' MAX. W/ASTRAGAL 14" MAX. a ; a PANEL WIDTH PANEL WIDTH Em '21.125' PRODUCTREVMD =r W W Am �1401ft 111b 6, rdft Arsyrrq 02-12 1.1(o '21.125' '21.125" CHK. er; RW MAX. D.L.O. x = V - MAX. D.L.Q. MAX. D.L.O. W10THr�d r WIDTH WIDTH r e r 6' MAX. O z D.L.O. r y 9 ® >i r � r ' 10 ' W -ACTH£ ' ACTIVE c ro I- LZ rl•7 A.. I r) rl e DESIGN PRESSURE RATING NOT[ r" USED M 'MGN WELOM WJFIW46 MKS' WM WO KOMM O6Y AT IDDUM /V== Of A 00W OR VAWW Ar WL W 1W AMeE WNV Dx OM OW" OR 00-W iD M fu. a l65 x de. ^= Wr 8 r VUW w MON-90ME MNK ■M nN AWA 6 VM 0 W A09r wee ree.MM UNIT TYPE POSRIVE NEGATIVE SINGLE do DOUBLE W/OUT SURFACE BOLTS ON ACTIVE PANEL SINGLE Q DOUBLE WITH SURFACE BOLTS ON ACTIVE PANEL U x d ri a ;6'AX___ w e n rn 0 I m ®DOUBLE INSWING UNIT rtcc �I 813.859.9197 PRODUCTREVMD AAM 1211 Am �1401ft 111b 6, rdft Arsyrrq 02-12 1.1(o SOPAL. NTS Dm- Br, WLN CHK. er; RW 4 DUMNGNO.: era S-2195 SHELT 1 OF 8 PAJ SEE NOTE 7 SHT_ 4 —L 4- T .14, 44 17 SEE NOTE 2 SHI 4 N 'l - SCALE NTS =arm— T__ N EXTERIOR RW SIDELITE SASH 0"WC .0. Control ci — I— _L - -AL ci MIN -.125* MASS nr 9 1.75* MW. P L MEL TW. —L 4- T .14, 44 oAm ?2/14/01 SCALE NTS =arm— Au"bm Me N 1-2 VERTICAL CRM-SF7C'nO RW SIDELITE SASH 0"WC .0. Control S-2195 — I— _L - -AL SEE NOTE 2 O a SMT. 4 fXIEB1QB 1.263- WN. z . o 20 15 e 23' MAX. EMB. v A a^i h t0 SMM Tw. Q Q Q •gv {{ C-SMK �� Z' Z C IMACTNE •,, ri-,:z, o�" ACTIVE W = i U a J 41 31 E887B 1 10 15 SEE NOTE 1 7 1 0 N SMT. 4 i O ASTRAML RE?AWM 90LTS (4) BO11S TOTAL (2) &0' L K 1 34 42 n ° .312' 0M. O TOP Q (2) &0' L + .312. 0111 O BOftOM 19 W Vf NTAL CROSS SECTION ASTRAGALSEE n INTER1� i 6~� =� AT SEE DESIGN PRESSURE CHART 2 NOTE 7 ooWo; " HINGE K SHi. 4 �I�tic a g a 1.269' AM EM& vF.25' MAX SHIM TW. r3' N9L r— C-Sw • O p ' c ACTIVE_ !0 15 a. JtlIFBfQB 1�3 3 �'� 28 OS z a --r �a a t9 OP?IONAL SURFACE BOL�5 SEE DES10A1 vRE'SSURE CHART �ieutowc (,p6U1.TINiS. ttIC - 9t3.659.9t91 7 17 DAM 12114101 $ B6VUM SEE NOTE 4 1 a tr�b1�n11i�P11Adw SCAU: NTS SHT. 4 AWW"mmk -1211.16 6wc. BYz WLN 21 34 42 } c1a. H/: RW DROM NO.: S-2195 R/IONTAL CROSS SECTION Un� iCH JAMB TO BUCK swr 3 a SEE NOTE 8 SHr. 4 f 40 39 N SEE NOTE 2 4 32 E. 4 SEE NOTE 3 SEE NOTE 6 S14T• 4 SHT. 4 o J N O SEE NOTE 2 SHT. 4 m �y n SEE NOTE 2 SHT. 4 X; = SEE NOTE 5 SHr. 4 n% 1 f0 ^a ©�jORIZONTAL C?O�_ 1 75" MIN. \4l AT �JOFurF -Q lam TM NOTES SEE DESIGN PRESSURE CHART EMB. fle j-- COUNTERSINK I, SPACING FOR /8 x I' PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE O: INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1,0', 3.0, 5.0" & 19.0' FROM THE BOTTOM UP; 1.07, 3.0', 5.0 , 20.0" 29 3 Y 2. SPACING FOR /8 x 1 1/2' PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) A SCREWS 3.0* IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN a 29 ON THE SIDES; 3.0'. 13.0" 26.0, 39.0". 52.0' & 63.0". 3837 �CL 3. SPACING FOR BRAD TRIM NAIL 3/4" L ATTACHING THE QUARTER ROUND TO THE Z¢Ocei S1DEuTE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) 25 4 MORE NAR IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON v }:r :; •4'•}t THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SUCK USE I8 x 2 1/2' tl...Ys'� t•. ... PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SMITE JAMB AT i 9 THE MULLION USE 18 x 2.' PFH WOOD SCREW. ° '.'T?w�'� "`^ :^••`: 5. SPACING FOR 18 x 2.5' PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; &0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED. A .' p TOTAL OF (6) SCREWS- PER EACH VERTICAL MULLION. 6. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAUL( ON THREE 17 SIDES & 3/8' x S/e" 1/4 ROUND & BRAD TRIM NAIL x 3/4' L. 4 7. WHEN ATTACHING THE HINGE TO THE JAMB AND SUCK USE /10 x 2" PFH WO00 47 SEE NOTE 3 SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 25' MAX SHr. 4 110.x 1 3/4' PFH WOOD SCREW. SHIM THK. 32 SEE NOTE 8 S. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM #16 A SHT, 4 1' TRIM NAIL SPACED A MAX. OF 12' ON CENTER. [j1HORiZONTAL 9. SPACING FOR ITEM /57 THE /6 X 7 1/2" PANHEAD SCREW ON THE DOOR LITE FRAME IS AS FOLLOWS: CROSS min TO eL�K. 7YP. FROM THE TOP DOWN ON THE SIDES (8) At 3.25', 10.625'. 18.0625", 25.4375, 32.8125 40.7875", 47.625, 55' & 62.375'. At THE TOP & BOTTOM FROM RIGHT TO LEFT (3) At 3.25". m a 11.875" & 20.5". THE SCREW SPACING FOR THE SIDEUTES IS AS FOLLOWS: FROM ME TOP DOWN ON THE SIDES. (5) AT 3.25". 18.0825", 32.8125", 4.5625" & 62.625". THE TOP & BOTTOM (1) SCREW AT 4.4375". ae 2 4 14 O: Ov 29 3 Y 2 cucu 3837 �CL Z¢Ocei � Z W a ti o �a ti 13 39 14 i 40 `a� 32 SEE NOTE SEE NOTE 6 47 2 SHT. 4 W� ti g SHT. 4 SEE NOTE 3 ry SHT. 4 m a OHINGESEJAMB 4 AT S�QELTE TO TYP. SEE DESIGN PRESSURE CHARr yDy�jO� i= ; �18 - . V � JNTERIQS � in SEE NOTE 2 N 3R SHr. 4 813.659.9197 er, WLP BY: RW ; no.: 5-2195 4 or ! EN SEE DETAIL "F" SHEET 5 3.0" 6.0" 3.0" - j 3.0" X6.0" �- I 1 5 © r 3.0' NP, TYP SEE: DETAIL H. SHEET 5 _ TYP. A n 0-1 _ n n 1 i I 1 1 NP. I I 3.0 3." 8.0" 6.0" 3.0036 .00" DMIL G HINCE TO JAMBS & DOOR SEE NOTE 7 SHT. 4 SEE DETAIL G SHEET 5 SURFACE BOIr STRIKE PLATE DETAIL J STRIKE PLATES TO JAMBS RETAINER BOLTR SEE NOTE 4 SHT. 4 STRIKE PLATE & OPTIONAL SURFACE BOLT STRIKE PLATE SEE DETAIL G SHEET 5 I-6.016.0' — i- 3" 3" 3- . 6.0" --i I— 6.0" SINGLE DOOR W/SIDELITES ANCHORING LOC—ATM¢ ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD do INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW STRIKE PLATE TO SURFACE BOLT WINDJAMSER ASTRAGAL 1:2STRIKE PLATE 1'RDDUCT RIENAM DETAIL K 5111 WINDJAMBER ASTRAGAL tei pw RETAINER BOLT HOLES & OPTIOoNNAALL� SURFACE BOLT STRIKE PLATE cmt.1 I �a 813.659.9197 11 BY, WLA er: RW NO .0 -- S -2f95 5 a� SEE DETAIL SHEET 5 _ SEE DETAIL—� SEE DETAIL O v G SHEET 5 G SHEET 5 2 1 3" 6 " 3" k 1 6" 6 + 1 V C z�z� c SEE TYP, o io DETAIL'� Typ.S • _ i_ nom. „^� n� J SHT, -1 n 5 °g �• W ^ 2 = m M U LL 4-.1 n Iq kn TYP. t `� n of o 2.3 TYR Im ago J ® m o -rte--- - • —�'�°� f • O N c w� a n J n s o W n w i _I rp ( p i O3'at II a1 J" 3' 6" t-- 6" - a SEE DETAIL "K" SHL 5 jgjrJBLF DOOR W(�ID (,(TES ANCHORING LOCATIONS SINGLE, DOOR ANCHORING LOCATIONS oi N N I� a p p O n1 N r Id �euLLpNG - - IJ�TANi$. INC 815.859.9797 aTc 12/17/01 tROOUC'[ RBa im saw N.T.S. ew�q�wlsO�ilrMr i owa. of: WLN u«. BY: RW oaAwvc No.: t 5-2195 sNW a .3" _ 3 6 33 6 3' 3" 1 1 1 1 5 I 1 1 11 © TYP. 3" 7YP. 7n SEE QETAIL ,• � H SHEET 5 _ SEE NOiE 5 SHT. 4 SEE NOTE ® � S SHT. 4 TYP. L uT L TYP. �'7 n 1 �• I1 I 1 ®• 1- .3" 3• 3" ..6• 6 3" 3" 4.5625" —� N 1 T WOOD FRAME in 2 4 3 50 2.063" o, N N 1 � N ►-- 4.562" ADJUSTABLE INSWING THRESHOI 36 W/Si0Eu7E 80TTOM SEAL BY IMPERIAL .051" WALL THK. I .25" –i I O1----- 1.73' J DOOR STEEL EDGE CAP. BOTTOM 3.0" --j 1.0" f-- r 1 ASTRAGAL HAS (2) 8 .0" L. x .312_ DIA. n o~^ a BOLTS O BOTTOM k N _ e (2) 8 .0" L. z .312" DVA. 1 N BOLTS O TOP DRILL TRU FOR A IS 1 767, PFH WOOD GRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL 26 RETAINER BOLTS ASTRAGAL IYlNLu4AIB£R d WINOJAMBER I1 WR68J STRIKE PLATE (WR68J T-6060 EXTRUDED ALUMINUM STEEL PLATE 8" --j,75"j- 1__. 0 0 n O n 0 cv SURFACE BOLT (IVES_ .25" STEEL MODEL 4541 tn f g 0" k9! COMPRESSION W�47HERSRTIP F . O -I ON DOS 650 1.68" 156' --I_1 �c rn --i —'"` 45 .45" .45"" INSWING DOOR BOTTOM 27 SWEEP, EXTRUDED VINYL .060" THK WALL TYP. ILIO I o 0 –i – .097" O 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER 1 DIA. VARIES W/LOCK USED oI L WOOD LOCK BLOCK. 1.71 " THK. 15 MIODUCP REVIUD �Oso�tq wl& dw PLAOs Cobh L� Ca.I'aI 613.659.9197 NTS MEMA&MM T A N 'a Iq 2.4375" 38 lmLB1AmL_Q"_ Hp POLYPROPOLENE (THERMOFIL-P6-30FM039 1) 1/8' GLASS FRAME iN 2.4375' LITE FRAME QDL_ Hp POLYPROPOLENE (THERMOFIL-PS-JOFMO39 1) I" GLASS FRAME .. . .•. . . . . . ... 2.521 " TRINITY LffE FRAM LUPOY EU -5007 I' GLASS FRAME 5 @5 .125" TEMP. GLASS EXTERIO .75' AIR SPACE 125" TEMP. GLASS .75* STEEL INTERCEPT WTERIO 29 49 SPACER .5" CLASS SITE GLAZING DETAIL 5 1' INSULATED TEMEPERED GLASS TRINITY UTE FRAME SEE NOTE 9 SHT. 4 SEE NOTE 9 SH7. 4 41 .125" TEMP. CLASS EXTERIO ,75" AIR SPACE .125' TEMP. GLASS .75" STEEL INTERCEPT INTERIOR SPACER 5" GLASS SITEA7ING DETAIL I 1 DOOR PANEL 1" INSULATED TEMPERED GLASS SEE DESIGN PRESSURE CHART (OPTIONAL PANEL GLAZING) .25" STEEL INTERCEPT SPACER .5* GLASS SITE .125* TEMP GLASS LKrzffio .25" -AIR SPACE INTERIO \_,125" TEMP. GLASS 9LA71NG DETAl 1/2" INSULATED TEMPERED GLASS TRINITY LITE FRAME hm N.T.S. 0. pry: WLN K BY: RW S -2t95 �4 29 30 EXTERIO 9 .125' TEMP. GLASS iNTERi F 71 9 .5' GLASS 81TE 29 SEE NOTE 3 SEE NOTE 3SHT. SHT, 4 & SIDEUTESTEMPERED GLASS 4 SEE DESIGN PRESSURE CHART 5 @5 .125" TEMP. GLASS EXTERIO .75' AIR SPACE 125" TEMP. GLASS .75* STEEL INTERCEPT WTERIO 29 49 SPACER .5" CLASS SITE GLAZING DETAIL 5 1' INSULATED TEMEPERED GLASS TRINITY UTE FRAME SEE NOTE 9 SHT. 4 SEE NOTE 9 SH7. 4 41 .125" TEMP. CLASS EXTERIO ,75" AIR SPACE .125' TEMP. GLASS .75" STEEL INTERCEPT INTERIOR SPACER 5" GLASS SITEA7ING DETAIL I 1 DOOR PANEL 1" INSULATED TEMPERED GLASS SEE DESIGN PRESSURE CHART (OPTIONAL PANEL GLAZING) .25" STEEL INTERCEPT SPACER .5* GLASS SITE .125* TEMP GLASS LKrzffio .25" -AIR SPACE INTERIO \_,125" TEMP. GLASS 9LA71NG DETAl 1/2" INSULATED TEMPERED GLASS TRINITY LITE FRAME hm N.T.S. 0. pry: WLN K BY: RW S -2t95