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HomeMy WebLinkAbout117 Quail Ridge CtPermit # :��� Job Address: i'1 a 1,A -CL l i CA( Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION RECEIVED Date: JUN -12009 Value of Work: $ I a- Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Mechanical: Residential —Z Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Addition/Alteration r Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair- Residential or Commercial ' Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: �• - v-- 3(p - 5 C7 S — n r�-C-Co u ``_ � 1 k C) ' (Attach Proof of Ownership & Legal Descriptions) rc Owne. Name & Addlr•,.cc: �b 1 vV\4L5 —s 1 D Yl Iw l D 0 Lil it cS I C1 OLL' -g—', t —! GL' Srxn "'-d -) 1=L ^1'-1 ► Phone: ND1 - 3as -- L(tog Contractor Name & Address: I O)G!j CA" W1 V\ 17-C V, 512`<-i nn 5, a'? C tactPerson: State License Number: 0�mber: 5yLAC\-, Phone & Fax: 4b1'- 19CIU- O'Z22d !w X01-" "J �3 � be -C k&' Phone: ��' tpou a - _J Con Bonding Company Address: 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. 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 o_ f perny v fication that I will otify the o "er of the property of the requirein nt of E ioriaa teh Lawr , I/ t3? Lam/ I��iz � � � �t� e -Signature of Owner/Agent Date ii at re of Contra' for/A ent Date r (, Print 0 Agent's Name Print tractor/Agent's Name Si, ature o Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID { / i 2-5-5- 7-4- � APPLICATION APPROVED BY Special Conditions: Bldg: ,1J� LoZoning: (Initial & Date) 11 )i/p,e rlt r SCOTT WARNER M`( COMMISSION # DD 168098 EXPIRES: November 28, 2006 t+ynded Thru Notary Public Underwriters "" DEBBIE BLANTON Y CO Is'S ION # gt Contractor/ se Know# topqj� °� , �: February 25, 2007 Produ cd. ' 1 Notary Discount Assoc. Co. Liidities: FD: (Initial & Date) (Initial & Date) (Initial & Date) From: Phyllis Nicholas 407-24941710 To: Dan Decker Date: 5/17/2005 Time: 3:12:02 PM Page 1 of 2 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total $1211.46 ETA 5/19 Ci/Sanford TP - stl 407328-4769 0264 A ifl _ j,�T�.'g. ROVERTY stEMINOLECO arcrr.:rn— tdi E FYRr.T sT SAH FdR[!, F. �2F"!f •14613 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 32-19-30-5GS-0000- Number of Buildings: 1 T Parcel Id: 17A0 ax District: S1-SANFORD Depreciated Bldg Value: $89,055 Owner HOPKINS THOMAS Exemptions: 00- Depreciated EXFTValue: $1,000 D & LEGION M HOMESTEAD Land Value (Market): $22,800 Address: 117 QUAIL RIDGE CT Land Value Ag: $0 City, State,ZipCode: SANFORD FL 32771 Just/Market Value: $112,855 Property Address: 117 QUAIL RIDGE CT SANFORD 32771 Assessed Value (SOH): $78,575 Subdivision Name: KAYWOOD REPLAT Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $53,575 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $1,557 Deed Date Book Page Amount VacArnp 2004 Tax Bill Amount: $1,051 WARRANTY DEED 11/1998 03564 1508 $78,000 Improved Save Our Homes (SOH) Savings: $506 WARRANTY DEED 05/1985 01639 1966 $69,300 Improved 2004 Taxable Value: $51,286 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 17A (LESS S 25 FT FOR RD) KAYWOOD REPLAT PB 30 PGS 27 & 28 LOT 0 0 1.000 22,800.00 $22,800 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est Cost Num Bit SF SF SF Value New 1 SINGLE 1985 6 1,268 1,840 1,268 CB/STUCCO $89,055 $96,276 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 552 Appendage / Sgft OPEN PORCH FINISHED/ 20 EXTRA FEATURE Description Year Bk Units EXFT Value Est Cost New FIREPLACE 1985 1 $1,000 $2,000 NOTE: Assessed values shown are NOT certified values and therefore aro subject to change before being finalized for ad valorem tax purposes. *If you recent!y purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county title?parcel=3219305GS000017A... 5/17/2005 I he e y name and ap :'j n x 6 Cif ,_.—Printed Name of Appointee _—Company Name of Appointee T- e -in-fact to act for me inapplying to 0,/' to be my lawful atiom y ooverrmtent CommerciallResidenNai Permitting for a permit enabling wo 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 Lot C� b%,s J 2-�--r= 7` 11f 2, , -2 Address Owner of Property 3 Z 7)/ Owner Address Signed: oartHed conbaetor eipnature oats: Certified Contractor ��hl�l %: Aw`&er" — pdnted naevi -- Contractor License #:- CBG 12sd elf f � State of Florida ) Counly or O✓ J - ) Sworn to yorethls day of i ttl, (nems of person Qed} who itportwdykn to me or who Me produced ). Notary Public Conxriseian 'ros: _.. ti "� BRYANT K. A08INSON `� t* MY MAMMON 4 OD 289995 (seal)' EXPIRES: Notow:a?r 25, 2007 rOFilgarord2ftnW04260Vdv 3ondodihruNotary PUDIMUndarwrae;a {:} Hopkins Residence 117 Quail Ridge Court Sanford, FL 32771 Replace rear entry door unit. Opening will meet 35 PSF +/- requirement 3y:g4y ®gninxtiy oh !q I= a y M I A M FDADE M1AM1-RADE COUNTY, FLORIDA METRO -RADE FI.A43LER_BUILDING BUMPING CODE COMPLIANCE OFFICE (BCCO)_. 140 WEST FLAGLER STREET SUITE 1603 PRODUCT CONTROL DIVISION _MIAMI, FLORIDA 33130-1563 _. (305) 375-2901 FAX (3Q5) 375-2908 - _. E OF ACCE ANCE..(NOA) _ Jeld-Wen,'Inc. 31725 Highway 97 N. _ -_ . ------ --- -- Chilogain, OR 97624 - -- -- --- z, - _ This NOA is being. issued under the applicable rules and regulations governingthe use of construction materials. The documentation submitted has been -reviewed by -Miami -Dade -County Nodtic4-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 - -its -) �on �Iavm Jun"s-diction — � - - - - -- - -- I ms MA shall not t)c valid atter the expiration date stated bel0 The Miltrii-Dade -Countf-ItDduct Control Division. (In -Miami Dade. CounW-andlor-t-the-AID 4n areal Miami -Dade bounty) reserve the right to -' have -this product or material tested for-quality-asstuance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such tesfm- g and the.-A_�J rrna�+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-oTtheFlonda Building Code. --=-DESCRIPTION: Series C6DoorCraft®" 6'8" W/E Outswing Glazed Insulated Steel Door w/wo Sidelttes- _ _ APPROVAL DOCUMENT: Drawing -No. S -2105, -dated 12/13/0.1, with revision l dated 03/15/02, titled "Wood Edge Glazed Door w/ & w/out Sidetites up to 107" x 6'8 Outswing Unit", sheets` 1 through 7, prepared by R_ W. - Building Consultants; Inc., bearing -the Miat-ni-Dade County Product Control Approval stamp with the Notice of Acceptance number andyapprov_al--nate 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 logocity, state and following statement rMiami-Dade-County-Product-Eont�rolApproved% unles"therwise-noted-herein. - RENEWAL o tTus N(YA shall be after a renewal application has been filed an the�haabeen no --- - - _ change -in the -applicable building code negatively #e cting4heimformance of this -product.' it ON of this NOA will occur after the expiration date or if there has been a revision or clang - - _ em. the materials, use, an/der a nuf; ctureof the product.or process- Misuse of this-NOA_as-an-endorsernent-of-any product, for sales, advertising or any other purposes shall automatically -terminate this NOA. Failure to comply --witharrsection-ofthis NOA shall be cause for termination and removal of NOA _ DVERTISFMFN'r':_ThesiOA n_u*n1�e* prworcls]kliami 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. INSPbby the manufacturer or its distributors d shall-be-available-for-inspe . --i'1-»`s NO const o s page as we as`approv� ocument menh a ve. The submitted documentation was reviewed by Manuel Perez, P.E. - - _ N0A.No 014224.03 - ---Exp ratiowDate: August 15, 2007 va3 Dom: Angust 15, 2002 - -- -... - - — Pagel t;c ;,rIJ r �.a. r DoorCraft®WOOD EDGE 107" OVERALL M WOOD EDGE 43LAW INSULATED STEEL DOOR 37.5" OV MAX. FRAME WIDTH OUT6WIN0"UMTSW/6 W1OUTSIOELi W FRAME WIDTH 14' MAX. GENERAL NOTES. THIS PRODUCT IS DESIGNED TO COMPLY WITH FLORIDA 15.5' MAX. BUILDING CODE. x21.125" 36" MAX. PANEL WIDTH WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY MAX O.L 0 r TO TRANSFER LOADS TO THE STRUCTURE. Ci PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS J SHOlW�t�,N ON DDQLTAILS. ANCHOR TO BASE MATERIAL IIE�MBBEDMENT D'ESt�NEV Pi2�EMORE� I�R'A77024SEE �A�LESP GEO11 x WIDTH �. THIS PRODUCT THE WATER REQUIREMENTS FOR 'HIGH , VELOCITY HUM&AM9 NES" SEE DESIGN PRESSURE CHART Raft N THIS SYSTEM REQUIRES WIND[iORNE DEBRIS EXTERNAL 1626.1 OF THE MAT(..c D.L.O. DJm PROTEXTiON PRESCRIBED IN SECTION FLORIDA BUILDING CODE. c W ci I RESIDENTIAL INSULATED STEEL DOOR ® m r x21.125" (Commonlatoo all frame conditions) D.L.O. alit - AKDQ vamzeI ateaMA-525 commercial=-4-7.575 w ASTM 620 with strength Fyqove.� 47,575 pal. ytetd ice sheets: 24 go. (0.021") minimum thickness, t)UTS de��o"• Expanded polystyrene with 1.0 to o 125 be. tlemalty, by Jeid-Wan, Inc. MAX. D.L.O. r id Construction d alarlia: Tia active and kwAW panels are constructed r r m 24GA. (0.021" min.) galvanized steel. The face sheet top . N d bottoms are bent 90' over the top and bottom mils. The top or I consists of LVL measuring 1.67' x 1.042'. The bottom rail Is x ACTIVE I formed 0.021" galvanized &tool measuring 1.67" x 1.21, The r les of the face sheet aro roll formed into the LYL latch stile WIDTH d Ponderosa Pine hinge ettle which measure 1.67' x 1.0`, The p erior cavity in filled with polystyrene. The face shoat is glued to p I poystyrene. The panels oro routed to receive the ODL J P Polypropylene Thermofn-P6-30FM0391) lite frame. The units o e glazed with .125' tempered glass. The Ike frames are seated h QSD compound on the exterior. 9 gfozing rll Construction 1t Glazing: The sash is coneWcted from 24GA (0.021' ty- Ip 3e n.) galvanized steel. The edges of the face sheet are bent 90' N sr the polystyrene core and and glued to It, The sashes aro - ited to receive, the ODL (HP'Polypropyfeme Thermo61-P6-30FM0391) 5 rx D.L.O. I frame. The units aro glazed with .125" tempered glass, The IiI& imps ars sealed with OSO glazing compound on the exterior. Mme Construction: The frames are constricted from Ponderosa D.L.O. d ®8 u iambs measuring 4.583'..x 1,25". The head, jdmbe, aro . )•used and butt joined to the side jombs and ottoched with (3) CA 2' x 7/16' crown wire staples. The units use a bump face o vOotd measuring 4,041' x 1.0. The threshold is attached to i fmme with (3) ISGA. 2' x 7/16" crown wire staples. N s to 74.5" OVERALL MAX. FRAME WiDTH 36.625' MAX. 36"PANEL WIDTH —r MAX. W/ASTRACAL PANEL WIDTH 14" A D PANFI r 107" OVERALL M 37.5" OV MAX. FRAME WIDTH 36.625" MAX. PANEL WIC 36 MAX. �) PANEL WIDTH FRAME WIDTH 14' MAX. 21.125" 15.5' MAX. x21.125" 36" MAX. PANEL WIDTH p s MAX O.L 0 r MAX. D.LO.x r PANEL WIDTH T r WIDTH r x21.12s" x WIDTH �. r o r x21.125" MAT(..c D.L.O. DJm c W ci I 21.125" ® m r x21.125" OLD., D.L.O. fD N = = -r Lv o r r MAX. D.L.O. r Wi r r N w-AcrrvE or r WIDTH x ACTIVE � r r WIDTH WIDTH DETAIL -A -�kt) ALL UNITS ARE VIEWED rano uer— r 70" OVERALL AX. 107" OVERALL M 37.5" OV MAX. FRAME WIDTH 36.625" MAX. PANEL WIC 36 MAX. �) PANEL WIDTH FRAME WIDTH 14' MAX. MAX. FRAME WIDTH 15.5' MAX. PANEL WiDTH 36" MAX. PANEL WIDTH PANEL WIDTH FRAME WIDTH 14" MAX. r PANEL WIDTH T r r x21.12s" r r o r x21.125" MAT(..c D.L.O. DJm c W ci I 21.125" ® m r x21.125" OLD., M x N = = -r Lv r MAX. D.L.O. r Wi MAX. D.L.O. J w o or r WIDTH o � r r WIDTH WIDTH p St r F cl- Dn RFS DUTSIYlNC UNIT II�� a g" MAX Cj. FRAME WIDTH 15.5" MAX. ty- Ip 3e 6' MAX. 6 5 rx D.L.O. DESIGN PRESSURE RATING WHERE WATER INFILTRATION REOUiREM£NT IS NEEDED ALL UNITS WITH WINDJAMBER It WITH IMPERIAL MRH k WITHOUT SIDEUTES ASTRAGAL ASTRAGAL SINGLE Lt DOUBLE WMW y0d nM +50.Opef-50.Opsf DOUBLE WR SKADE E BOLTS ACm DOOR +65.Opsf-65.Opsf +50.0 sf -50.0 sf x41 f� fta i+ rl+ur•I■asrw�u�a■n�- r.7 i'J � �'1 fel ■ ll- ,n. . t �pNNENWERMo 813.884.3831 v' F.1 LN CHK.W 5 7 107" OVERALL M 37.5" OV MAX. FRAME WIDTH 36.625" MAX. PANEL WIC 36 MAX. �) PANEL WIDTH FRAME WIDTH 14' MAX. 14, / PANEL WiDTH PANEL WIDTH r r r o r x21.125" 21.125" r x21.125" MAX. D.L.O. r = = -r Lv MAX. D.L.O. r MAX. D.L.O. J w o r WIDTH r r WIDTH WIDTH p II�� a g" MAX 6' MAX. 6 5 rx D.L.O. ® D.L.O. d ®8 o N s to r w r r X r x Co $ r Lj A,ACTIVE� ACTIVE v iQ c 1 it ci i DESIGN PRESSURE RATING WHERE WATER INFILTRATION REOUiREM£NT IS NEEDED ALL UNITS WITH WINDJAMBER It WITH IMPERIAL MRH k WITHOUT SIDEUTES ASTRAGAL ASTRAGAL SINGLE Lt DOUBLE WMW y0d nM +50.Opef-50.Opsf DOUBLE WR SKADE E BOLTS ACm DOOR +65.Opsf-65.Opsf +50.0 sf -50.0 sf x41 f� fta i+ rl+ur•I■asrw�u�a■n�- r.7 i'J � �'1 fel ■ ll- ,n. . t �pNNENWERMo 813.884.3831 v' F.1 LN CHK.W 5 7 +n: 9 19 2 f0 9' ! S1::1Cv l�tt•'f; 1.Ta�Nw• � 175' MIN. X17 y}; '•`gyp PANEL THK. '�V` PANEL THK. nu SEf NOTE J 33Y S1R. 4 SEENOTE J j 1 - SNT. 4 S d 1 �d $ SEE OLAZDERILS INC GLASS 1HK m .12S TE �¢EerOa °d e e . 6tAS5 iNK, CLASS �7�M1 CR�SC—ce•rtK1N B13.a64.JB31 wt. 12 13101 sk rxa: NTS wa. er. WLN x arc m. RW i aawan Noa 5-2105 wn a Z .12S TE .S� 6tAS5 iNK, CLASS mgt SEE NOiE a SHT. 4 ,4•x:'4;♦' e °d O �2/ S�OELRE $ASN B13.a64.JB31 wt. 12 13101 sk rxa: NTS wa. er. WLN x arc m. RW i aawan Noa 5-2105 wn a Z ASTR" RETAINER BOLTS (4) BOLTS TOTAL. (2) 8.0' L r .312' OK O TOP t (2) 8.0' L z .312' DIA. O BOTTOM f�ffBIOB SEE NOTE 1 1 SAT. 4 o J1 1K AT — SEE DEVON PRESSURE O W AMA" RETAINER BOLTS (2) SEE NOTE 3 SAT. 4. K QL.G120SS SEGIlOCI AAIOPIIWPAL MPERIAL ASTRAGAL SEE DEVON 'PNESSURE CNART' OPTIONAL SURFACE BOLTS OfB� ° !a' MIN. �— C -SINK a SNIN TNK, ®iATlffAL CN .,MMBZO T ! UCK 1.16' MIN. . EMB. / D13.684.3831 WL 12/13/01 wu: NTS Wi 'w1 ma. ev.. WLN axc er RW D.& Product auwNo No_ S-2105 91QT Of a NOTE 13 ACTW 47 L J n '..1 L . !f©W.'�, SHIM THK. n - w ®©®SEE 1, L NOTE Y is ° !a' MIN. �— C -SINK a SNIN TNK, ®iATlffAL CN .,MMBZO T ! UCK 1.16' MIN. . EMB. / D13.684.3831 WL 12/13/01 wu: NTS Wi 'w1 ma. ev.. WLN axc er RW D.& Product auwNo No_ S-2105 91QT Of r'14 SEE NOTE 4. 37 1814 SEE NOTE 9 SHL 4 ; I. .'+. SE 3 SEE NOTE 3 SHT. 4 NOTES: 1. SPACING FOR /8 x 1' PFH SCREW ATTACHING THE WINDJAMSER ASTRAGAL TO THE MIACTNE DOOR S AS FOLLOWS: TOP DOWN; 1.0 , 3.0- & 5.0'. FROM THE BOTTOM UP; 1.0', 3.0'. 5,01, 20.0' & 38.75'. 2. SPACING FOR 110 x 1' PFM SCREW ATTACHING 111E IMPERIAL ASTRAGAL TO THE ##ACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP, 1.0', 2.5`, 4.0', 5.5, 13.0 , 18.0' & 28.0'. J. SPACING FOR IS 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 SIOES 3.0. 13.07. 28.0: 32-07. 52.0- & 63.0'. 4, SPACING FOR BRAD TRIM NAIL 3/4` L ATTACI11N0 THE QUARTER ROUND TO THE SIDELRE IS AS FOLLOWS, TOP &BOTTOM 1.25' IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAL IN THE. MIDDLE. SIDES: 1.25' FROM EACH ENO & SIX.MORE..EQUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMS AND BUCK USE IS x 2 1/2' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMS AND 3IOELITE JAMB AT THE MULLION USE 18 x 2.' PFH WOOD SCREW. 6. SPACING FOR IS x 2.5' PFH WOW SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0` FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EOUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 7. THE SIDEUTE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8' x 3/8' 1/4 ROUND & BRAD TRIM NAIL x 3/4- L. 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2' PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND =ELITE JAMB AT THE MULLION USE 110 x 1 3/4- PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 116 A 1- TRIM NAIL SPACED A MAX. OF 12' ON CENTER. .25' MAX. --i �— SHIM THK. r 15' MIN, I COUNTERSINK in v -XI ' CW,N+6 14 SEE NOTE ac ev RW 8 SHT. 4 4* 29 ow of 38 } 37 .t I• rJkI1. 0 39 40 47 SEE NOTE N y rE SEE NOTE 3 SHT. 4 4 4 SMT. 4 b SEE NOTE /N-& SEE NOTE 4 SHL 4 3 SHT. 4 SEE NOTE 7 SHT. 4 D�r TO 8W'K. TYP. 613.864.3631 III MIO W ' CW,N+6 Cw. Br:...WIJJ ac ev RW F�S-2105-2105 ow of SEE DETAIL IF, SHEET 5 SEE DETAIL G SHEET 5 1 11 I 3` I 1 W SAIL, i HEET � TVP. ---o � A - n TYP. I I t Rte -1t 8. 3" 33, B" i- 3` SEE DETAIL K SHT. 5 WORL P DOOR ANCHORING LOCATIONS SEE DETAIL G SHEET 5 4. .J.. -1 8• 8. 3" I I � iiP n M $ M • �a ,; z .: SEE NOTE U .. — s sF+r. 4 D � ®• D ®•� M —T L it 4 TYFc V_Y__7 SEE NOTE 5 SHL 4 c 6 8 4.5" 4.5" SINGLE DOOR W/SIDELITES ANCHORING LOCATIONS � a . SEE NOTE 5 $HT. 4 1 Fo SEE NOTE ASTRAGAL RETAWER 8011 HOLES THE TH R INT THBE DOLLED HEE TEST BUCK DEEP ENOUGH OETAL H STRLKE FOR A �� 7HFOW OETAII G HI J• PLATES TO WINDJAMER _DETAIL J STRIKE TO JAMBS k DOOR ASTRAGAL - SURFACE BOLT SEE NOTE 5 SOT. 4; . PLATES TO JAMBS STRIKE PLATE SEE NOTE S SHL 4 � DETAIL K elLl � T 1 O RENEER LL�AIIR OT HOS 77 7\ �LffaKSZWE '7SUftFACE BOLT SURFACE BOLT SURFACE BOLT yYI� STRIIKgE( PLATE 7p�,pP�E�pR STRIKE PLATE OPTIONAL DETAIL 1 K�SII , STRIKE PLATE RET R LTS H ER Ef N k BO E OPTIONAL DETAIL H STRIKE IMPERIAL ASTRAGAL SfR�j yR�KgE� pE�q�E pp��A, RETAINER BOLT THRESHOLD SURFACE BOL STRIKE PC�ATE SURFACE BOLT TRIKEOPIATE PLATES IMPERIAL STRIKE PLATE de OPTIONAL B8 3.6��{il - owa en WLN cw. an RW ' aurwo �o� S -2 103 9w 5 aZ 3- 4.. 4.5' SEE DETAIL 'r SHEET 5 V SHT. 5 MUBLF DOOR W/SIDFLM ANCHORING ATIONS 37 omfo SEE NOTE SHT. 4 GLAZINU lik 1AI�tc L IOM uMBNLL, I SISEWES 1/8- TEMPERED GLASS SEE DESIGN PRESSURE CHART SEE DETAIL G SHEET 5 SEE NOTE 3 SHT. 4 SEE DETAIL G SHEET 5 H SEE 7 j57 TYP. DETAIL 'i 7 1 smT, 5 Typ. Tyt- TYP 6 - SING LF DOOR ANCHORING LOCATION 125* TEMP. CLASS EXTERIO 75' AIR SPACE -.125* TEMP. CLASS -.75' STEEL INTERCEPT INTERIO SPACER .5' GLASS SITE GLAZING DETAIL DOOR PANEL I' INSULATED TEMPERED GLASS SEE LDESIGN PRESSURE CHART (OPTIONAL PANEL GLAZING) x. -,Vel=* 813.834.3831 D 10/14/01 CL N.T.S. X Re: WLN L At RW Wma klo, S-2105 m? 6 or 7 3.0" 4,5825" I J T 1a h r. T2.n4375* Nc O ® 3 LITE FRAME ODL DRILL TRU E HP POLYPROPOLENE FOR A WOOD FRAMI PFO W0 DRILL TRU FOR 2 4 O vi LATCH- ST)LE (TMERMOFIL-A6-30FM0391) SCREW 2PLCS 357' OW ASTRAGAL SE! 50 1/6* GLASS FRAME . RETAINER BOLTS w R 1.67" -1" WINDJAMBER If WRSW STRIKE PLATE STEEL PLATE h i 4.041" is 2.4375" L LITE FRAME ODL OO13 it HP POLYPROPOLENE Nr (THERMOFIL-P6-30FM0391)' O TSWIN MPROAFl CIF THRESHOLD t" S FRAME O O LOW ; tl .050' EXTRUDED ALUMINUM O 25" 1 2.375" .' ry a ASTRAGAL HAS 4 x 4 STEEL- DOOR HINGE O r--2.875"---� t Cc(1) 9.0" L. x 312' DL4. .097' THK. 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