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HomeMy WebLinkAbout121 Cir Hill RdCITY OF SANFORD PERMIT APPLICATION Permit # :_G -7 .:-(P(p0 _ Date: Job Address: I &] 1, l rz c_r_ e 1 Wl Rd _Sa,n{1 d. l l a-7-73 --- Description of Work: R tom- d9` r k T Historic District: Zonitsg: Value of Work: SI -71 Permit Type: i3uilding.> _ Electrical - Mechanical —_- Plumbing, Fire Sprinkler/Alarm Pool Electirical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New __ (Duct Layout & Energy Cale. Requimd) 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 x Commercial Industrial..- Total.Square Footage:_ Construction Type: # of Stories: # of Dwelling Units: Flood Zone: • (FkMA form required for other #As X) Earners *Me - Oilr" U- I L(Y:1 C3 (jy (Attach Proof of Ownership & Legal Description) Owners Name dr Addre s: 1 ti pt~1a. V a 121 0- or)2 1 C _ F1 3a _Phone: Contractor Name & Address: _ ' C VFf W c, ) i1(' LI.L!_ r /_( jjState License Number: Phone &FAI:Q' f'0Qr'D'DD fax U ctPerson:_(a%;nt21 -T Bonding Company: Address: _---_— -- Mortgage Lender: Address: -- ArohlteaMrigineer: — +_ _ ^^_^ Phone: Address: FOR: Application is hereby made to obtain a permit to do the work And installations as indicated. i corrj(j that no work or insdrlkttian has commenced prior to the issuance of apormftandthatallworkwillbeperformedtomeatstandardsofalIlawsregulatingconstruetionintblejurisdiction. I ttfidaratand that a separate Perm tonal besecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BO{LAR3, HEATSR3, TANKS, and AiR CONDITIONERS, etc. 0-MINER'S AFFIDA^T: I certify that all of zhc fArogoin$ information is accurate and that all work will be done id compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC TWICE FOR IMPROVEMENTSTOYOURPROPBRTY. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WONT ITH yp[R1RI [.TjAgg oR YOUR ATTORNEYBEFOREAECORniNGYOUR NOTTCF. OF COMMENCEMENT. NOTICE; in addition to the requiremerim of this permit, there may be additional rearrictions applicable to this propertyingt may he found in the public records of this county, andtheremaybeadditionalpermitsrequiredfromother ,governmcntal entitiev such as water ntanagemont districts, state agencies, or federal agencies. Acceptance of permitisverificationthat1willnotifytheownerofthepropertyoftherequirementsorewSignatureofbwncr/ Agent Dale O natureof Contrac /Age Date Print Owner/Agent's Name Signature of Notary-Sratr. of Florida lanro Owner/Agent is _ Personally Known to Me or Produced iD _ APPLICATION APPROV \ I`l PD riY: Bldg: Zoning: _ Innis) @ ate) SpecialConditions: P int Contracto Agent' s NAme Si. of Notary -State ofFlorida / Date Contractor/Agent is __ Personally Known to I* or Produced ID._ `y/OOt7 Fin itla— 1 Utilities: FD: initial &Date) (Initfa pq a) LIMITED POWER OF ATTORNEY I hereby name and appoint: r\ I Printed Name of Appointee Company Name of Appointee to be my lawful attomey4n4ad to ad for me in applying to Government CommercialfResidenlial 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: uUSection a n Township Range Subdivision Block Loft Pmjsd Address W_SG l tom'—z _Owner of Property 3 OwnerAddress Signed:-- j 4& 4A it/ oarfwA oontraebr a aeav Date: Certified Conbador:j!t/)j;e/ T. Aff-&e• - — piinbd Rama Contractor License lt:_ CBG /?:F-05jf_— SMS of Cam b otp Z—j dct q_ tram. of parson bmsorM Cc Wo aR..fm FOgipaiwrd atb 0a507Vtiv by rraondY brown Phyllis J. Nicholas 4 Commission #DD275024 Expires: Dec 14, 2007 Bonded Thru Atlantic Bonding Co.. Inc. From: Michelle Snyder To: Dan Decker Date: 12/15/2006 Time: 11:05:22 AM Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total:$1,121.71 ETA:12/20 Sanford TP-stl 407-688-1244 0264 FARO L.. DETAIL Dmno roH WK; cnA, ASA PRQP€RTY APPRAISER eANFO", PL32771.1460 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 04-20-30-514-0000-0390 Number of Buildings: 1 Owner: SUAREZ,ANTONIO A 8. ROSA N Depreciated Bldg Value: $147,206 Mailing Address: 121 CIRCLE HILL RD Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $40,000 Property Address: 121 CIRCLE HILL RD SANFORD 32773 Land Value Ag: $0 Subdivision Name: MAYFAIR CLUB PH 2 Just/Market Value: $187,206 Tax District: S1-SANFORD Assessed Value (SOH): $104,014 Exemptions: 00-HOMESTEAD (2000) Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $79,014 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $3,200 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax BIII Amount: $1,496 SPECIAL 09/1999 03737 1197 $100,900 Improved Yes Save Our Homes (SON) Savings: $1,704 WARRANTY DEED 2006 Taxable Value: $75,984 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 39 MAYFAIR CLUB PH 2 PB 54 PGS 84 LOT 0 0 1.000 40,000.00 $40,000 85 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 1999 7 1,617 2,060 1,617 CB/STUCCO $147,206 $152,545FAMILYFINISH Appendage / Sgft GARAGE FINISHED / 415 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 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 year's property tax will be based on JusbMarket value. http://www.scpafl.org/web/re_web.seminole_county title?parcel=0420305140000039... 12/15/2006 Suarez Residence 121 Circle Hill Rd Sanford, FL 32773 Opening will meet 35 PSF +/- requirement Replace Front entry door unit M I A M FDApE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) _ Jeld-Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AM (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 mamrer, 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 10/22102, 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 perrnanent 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 revises NOA # 01-1224.04 and, consists of this page 1 g well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. rT7I NOA No 02-1211.16 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page I 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 DooiCraft 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 DooiCraft 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. 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 ofNOA) D. MATERIAL CERTIFICATIONS l . Notice of Acceptance No. 01-0718.08 issued to ODL, Inc. for "HP Propropylene Doorlight Assembly" dated 1/17102, 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 bunting characteristics" per ASTM E-84 and "Self ignition test" per ASTM 1929 D, for polystyrene core dated April 8,1999, 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. Jaime Eisen, P.E. Product Control Division NOA No 02-1211.16 Expiration Date: August 15, 2007 Approval Date: January30, 2003 E- 2 JELD-WEIV® Steel 74.s• OVERALL MAX. w1DTH 36.625' MAX. MA7f. WOOD III- EDGE OlAZED W61A.ATED STEEL DOOR IENELWIDTHW WIDTHS tIVSWWC"LOUTS W/a WAOUTSDELITES D I. THIS PRODUCT IS DESIGNED TD COMPLY WAt THE FLORIDA BMDING I of r CODE. 21.f25' r21.t25' 2. W000 BUCKS BY 01HER5. MAT 6E ANCHORED PROPERLY ID TRANSFER LOADS TO THE STRUCTURE. o pp. W = C R3PRODUCTANCHORSSHALLBEASLISTEDANDSPACEDASSHOWON D.L.O. w1DINA, W1DTTt, DETAILS. AW" EMBEDMENT TO BASE MATERIAL SNMI BE BEYOND La 6• MAX. WALL DRESSING OR STUCCO. r D.L.O. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. l N5TTISSYSTEMDOESNOTMMTHEWATERREOUIREMENISFOR 't9Glt N VELOCITY HURRICANE ZONES- (SEE NOTE DESIGN PRESSURE CNART) 1 ri 6. THIS SYSTEM REOUIRES WWDBORNE DEBRIS EXTERNAL. PROTECTION r n AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIM BUXOM CODE. MI-ACTTE rACTNE7. SWITE5 ARE AN OPTION AND CAN BE USED W A SOfCt.E OR DOUBLE pp COwvURAnON. I RESIDENTIAL INSULATED STEEL DOQR l Common to ON from& Condition! or Loot um" iaAhMti 21 go. 0.021 nthwwm "kb", Nonind sted A-525 comnwfcW amity - AKDO per AS7M 620 aiM to sLrerglh Fj(cm)-17.s7s psi btuFYpatdsdpolysfyrwtMA1.0 to 115 ft dsNRy, by Jefd-INn. 6te rwL Calwhue6On at.xifw: The active and hoclie yards we omufn+cNd m 24GA (0.021' frail.) gaharred steel The focs dint top and bantams I bent W ow fM tap and bottom raze. % top ro9 aonsisb of LVL mmorng 1.6r x 1.042'. TM bottan ma is roe formed Q021' gohwiiw d meoswing 1.67' x 1.21'. The lido of the fan sheet are ME famed o tM LVL latch of and Aaldaoeo PGIs ttinge 9% trhkfn mmu" 1.67' 1. 0'. TM inwior caAfy is lid ritlt polfslyrrr. The foot shot a glwd to I polysty ow. iM panob an rotted to renhe ew OK Tftnfly its holes, The ants an g and W& 0.125' npnd glass or 1.0' ins, qbm IM We JIM am Ed 9b>d U- .xbrwr. sh Candrlc n ! ouiW The sash is cxfWnci l from 24GL (6.02i' min.) he iz sfest. The edge of Me fora shot an bad 90 ow tho poy- xsrw can ow ww glued to it lie sashes are routed to wow Bw OOL T,A* R. hams, Ttw w ib on glared a h 0.125' 1 pwaed glens or r ins. WWW qbm Dw ito foul an no On" an ow exterior. n twIM jams& an cowbaabd ham POWWOW P9W jambs 125 . Rw mead ' am mortised one butt joinsd to srde ptlM and attached vnT11 (3) 2• x 7/16' aoen rir! .1g, it units we a slope odkWobb ablMfsxn U"0W meaa 4.562' x 1.173' 1 618ftOA1 Is otfafne to ea f om m1 h (3) toga. 2' x 7/16' crow we Napbt DETAIL 3, 7. MAX. FRAME WIDTH 36' MAX. PANEL WIDTN 14' MAX. n aAAfrl WUT 70' OVERALL MAX. FRAME WIDTH r 36' MAX. 1 PANEL WIDTHrrri1., 2s• MAX. D.LO. r WIDTI j„ r r r 107' OVERALL MAX. FRAME WIDTH 36.625' MAX. 36• MAX. PANEL WIDTH W/ PANEL WIDTH I n n r E r r2f.125- r r21.12s MAX. MAX. 0. 40. D. 40 WD11ir Z r WIDTH J125' I$ rrACTIVE DETAIL e DESIGN PRESSURE RA71MG wftTOR o im N UN 1Dam eIVICAC tare* Adawf/Wes aAr/meee It w Aavrw aOxla as ef.tim[ Aralmr ON Meam" f.Does A BEAL ELM No f. akm ae a a a O emm m l aea at Am a ems a Amw A wUeea Motto ONTAL CROSS SECTKMT,s'sCLAZiNG UNITTYPEPOSITIVE NEGATIVE NOR AI HORNINGSINGLE a DOUBLE W/ OUT SURFACE BOLTS ON ACTK PANEL 50.Opsf-50.Opsf UNIT COMPONEN S SINCE R DOUBLE WON SURFACE BOLTS ON ACfK PANEL 65.01>sf-65.0psf DETAILS k UNIT COMPONENTS15.5' MAX. FRAME WIDTH 14' MAX. PANEL WIDTH r t- O W 0 r 6*. MAX. D d v/ h r4 u C m CaxyF W/ C11F1 fIC' G 15.5' MAX. FRAME WIDTH 14' MAX. PANEL WIDTH r 0 6- MAX.. D. L. O. e v 0 DOME 1 e UCT YVlgro yeOapA91e nIW IIl prlb AegaeZrlelY 12 .f(eAl13.659.9197 oea. ere IN- LN ter eY: RWS- 2195 1 Or SM is' wx ffim ® m ' O — O toawsr 1 4$ a at" Oft3sum Clow s SEE NOT 7 WL- va SHIM w Acnw 1119 111 0 o© M Al TO 9Lxx SEE NOTE xe OWIL SHT. 4 a SHT. 4 4 48 to 12 18 x SEE NOTE 5 14 SHT. 4 2 25 239 4 2@9 SEE NOTE 3 SIR. 4 38 m38 4 3 to 2Fg3 r I 16 ft 0 (L o 41 30 3 14 13 39 40 12 7 \8 SEE NOTE 2 4 32 24 )TE 2 4 52 SEE Moir SHT. 4 SEE No 3 SEE NOTE a SEE NOTE SEE T. 4 W INTERIOR SEES. 6 47 2 SHr. 4 SHT. 4 21 4 SEE NOTE 2 SHT. 4 smr. 4 SHT. 4 SHT. 4 SEE NOTE 3 SHT. 4 1. 15' Alm. JAL CROSS SECTION Mal fly. EMB. AL SEE DESIGN PRESSURE CFVJ?T . 15' MIN. SEE DESIGN PRESSURE CHART NOTES1. SPACING FOR 18 x I' PFH SCREW ATTACHING THE WINDAVABER ASTPAGAL TO THE COUNTERSINK DdACTK DOOR IS AS MUOW&' TOP DOWN. 1.0*. 3.07, 5L0* & 19.0. FROM lK BOTTOM LAP; 1.0. 3.0. 5.0. 20.0* & 3BL75. 2. SPACING FOR 18 a 1 112' PLASCREW 6 AS FOLLOWS; TOP & BOTTOM . (2) SCREWS 3.0* IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN 29 39 ON THE som 10, ilo*. 26.D. 39.0. 52.0' & 6.3.0. 1 SPACING FOR MAO TRW WA 3/4- L ATTACHING THE OLIWFER ROUND TO THE SiDELITE 6 AS FouaK TOP & BOTTOM; 1.25' IN FROM EACH NDMZMrAL CORNER WITH (1) 25 4* 37 EXTERVOlIl' MORE Wit, IN THE MIDDLE SIDES; 1.25' FROM EACH END & SO( MORE COUALLY SPACED ON THE FIELD. 4 WHEN ATTACHING THE SlwxE PLATE To W 44US AND SUCK USE 18 x 2 1/2' PFN WOW SCREW WHEN ATTACHING THE SME PLATE TO I'HE JAMB AND SIDELITE 44MO At THE MULLION USE IS x 2., PAN WOOD SCREW. 4 z"e. I SPACING FOR IS a 2.5* PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 8.0' FROM EACH VERTICAL. CORNER WITH (4) MORE SCREWS COLIALLY SPACED. A b INTO" TOTAL (6) SC PER 6. rNE Sj n IS SECURED 0rT'= MLALUON. JAMB WITH SILICONE CAULK ON THREE 17 SIDES & 318* v 318' 114 ROUND Ar BRAD TRIM MAT. x 314' L 7 WHEN ATTACHING THE HINGE TO YK 0AI9 AND BUCK USE 110 x 2* PFH WOOD 4 47 SEE NOTE 3 40 SEE NOTE 2 SCREW. WHENAffACHING THE HINGE TO THE 44MO AND SIDEUTE JAW AT THE MMULLIONLOSE .25' MAX. SHT. 4 SHr. 4 110 x 1 314.PFw WOOD SCREW. SI*M TNK. 32 SEE NOt. 4 TE 8 SH8. THE WAIX)u CAP 6 ATTACHED TO -THE PRESSURE TREATED REINFOCCEMENT WITH fIEW 116 A NIaDUC I' TRW MAX. SPACED A MAX. OF 12' ON CENTER. BI 3.09.9197 9. SPACING FOR M30 157 TK 18 X 1 112- PANWDW scRew om TIE 000m urE FRAME IS AS FOLLOWS. FROM TK TOP DOWN ON DOE SIDES (8) At 125'. 10.625'. 1&0625'. 23.4373. 32.8125. mm 12/14 01 40.1873'. 41.023. 33' & 62.375-. AT THE TOP NIBOTTOM FROM RIGHT TO LEFT (3) AT 125-, 11.8?5' & 20.3*. THE SCREW SPACING. MR 114E SlDEU7ES IS AS FOLLOWS. FROM THE TOP DOWN N.T.S. on THE SIDES. (5) At 3.25. 18.0623. 32.8125*, 4.-WS' & 82.625. lw TOP NI BOTTOM (s) Awwftftl%02 1211 of. w S. SCREW AT 4.4375. 04K 11M. RW N S-2195 SEE DETAIL 'F' SHEET 5 3.0' 6.0' 3.0' 3.0 6.0' rrP. g c 3.0. TYP. TYR $ SEE DETAIL H SHEET 5 _ o TYP. 1 4 P 6.0' 3.0' 0' 3. 3.0- 0. 3.0' SEE DETAIL DQUISLE DOOR ANQlb'MNG K SHT. 5 LOCATION DETAIL G HINGE TO JAMBS d DOOR SEE NOTE 7 SHT. 4 SEE DETAIL G SHEET 5 n n n L IA 1Er RETAINER Ism-Fro.N. RALSTRIA NOTE 4 OHJAMSS STRIKEPUTE SURFACE BOLT STRIKE PLATE a W°ZSg It c i 1 I I Wr3' 6.0' -i M 6.0' SINGLE DOOR W/SIOELITES ANCHORING LOO TDNS 0 ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD d INTO THE MASONRY DEEP ENOUGH FOR A 2' THROW e' 1 DETAIL 11 STRIKE PLATE TO0" W W'ACE BOLT WINDJAMBER ASTRAGAL, STAKE PLATE 813.639.9197 9110KILTtt[vlSM mm 22117101 id r/IrM N.T.S. DETAIL KyLLAIL AWINQW/BER ASTRAGAL RAGAL ON. n: RW RETAIINEpR BOLTHOLESf6LTO 5T A U FT2CE 5-2195 xn n AL SEE DETAIL G SHEET 5 3. 3. 6.0' 3' —{ 6. 0' I TYP F-- 3. 0' 3.0' 0* TYPIn SEE DETAIL J SHT 5 EE NOTE pi SHT. 4 Typ--ll D C D SEE DETAIL 7' SHEET 5 = SEE DETAIL SEE DETAIL C SHEET 5 G SHEET 5 1 3'—3' 6 1 o3 c40 SEE TIM 0 3 = 2 in io DETAILrTYRr „^) _ J SHT. _ y r^r. d 0 5 7?- " ' nn o ai0 TYP. ac It L — • N 1 ®TYP. 1 P —• W. M M 3- 3. 6' _i -- 6- 3" 3 SEE DETAIL N OR S SWC c OOOR ANC LoranoNsm„a, r DOOR w/K'+ *Es NnalNr; oc._noNs 0 n suwrs nwr.R 1113.859.! 197 sac 12 17 01 r r xw N.T.S. oft KN OWL W. RWt* o.c W. RW OWA" M L. 5-2195 sm a y. i 6' 3' 6' 3 6' 3• 3 3' II SEE DETAIL ri H SHEET 5 SEE NOTE s sl+r. • 5 SHT. 4 TYP. A TYP. n 1 1 1 1 1 I t 3' 3• 3 e' 3' 6• 3' 3• 3 3' B 4.5625' -- T 1 N 1 T n 2 4 JBoQ..E8m1E 50 ch qM THRESHOLD W AD K! 23 BY RW..05. WALL TNK. i— 2.D83- I 1 Pi L-- -- 4.562' AaA)SrABLE INSWING THRE_S !(x J8 W/90EUTE Borrow SEAL BY IMPERIAL .051- WALL THK. OLVL LATCH S11L£ 13 tt wwrr 01 c 7 DOOR STEEL EDGE CAP. BOTTOM 3. 0' dsElmg T ASTRAGAL HAS '_ 2 11 .0. 4 x .312' DYL o ; BOLTS a BOTTOM & , m ( 2) 8 .0' L. x .312' DIA. N of eA H BOLTS O TOP > ¢ 1DauL - u i 3 0 I FOR A/B 2pz SC 1.767' PFH WOOD DRILL TRU FOR W = SCREW 2PLCS .357' DLk ASTRAGAL v 28 RETAINER BOLTS O :d h ASTRAGAL nwajUAW/P A' uu R 11 wR K P iE L fZ :R WRM T-6060 EXTRUDED ALUMINUM STEEL PLATE t. 68' —1 o 4 156. : I o i 45' INSWING DOOR BOTTOM La 41- 1 27 StYF P. rra tO£D N •. • 060- THK WALL TYP. Sii a1 4 1 g Y T IL O O 525• t40' OO SCIMSE FL O-LON ODS 650 O 4r4STEFLODORMINCE097 THK. STEEL BY MAGER a. n O O t 0t\ i SURFACE BOLT (NES .25' STEEL MODEL 454)(NES .25' STEEL MODEL 454) TOR VARIES W/LOCK USED FWODD 1 OOD LOCK BLOCK. 1.71' INK. 15 n9vu" dtr.. e .s: tirr S-2195 slat 7 a B r .12s• N 2.4375' O I rTT FRAME OOL_ HP POLYPROPOLENE THERMOFIL -P6- 30FM0391) Va. GLASS FRAME rt•--1 N N 44 2.4375' LITE FRAME OOL HP POLYPROPOLENE 1HERMOM- P6-30FM0391) 1' GLASS FRAME SEE NOTE SHT. 4 i 1.013' r- n 55 {-1.75' —i 2.521' TRINITY LITE FRAME LUPOY EU-5007 1' GLASS FRAME 2 Y 44 30 125' TEMP. CLASS J 61Q8 3' GLASS SITE 2 4 GiAnNG DETAIL FOR DOOR PANEL SEE NOTE 3 SIDELITES 1/8' TEMPERED GLASS SHT. 4 4 SEE DESIGN PRESSURE CHART 4B s 1[ zx 4 .125' TEMP. GLASS 75' AIR SPACE 125' TEMP. GLASS 75' STEEL INTERCEPT61QB 49 SPACER 5' CLASS SITE GLAZING DETAIL 5 1' INSULATED TEMEPERED GLASS TRINITY LITE FRAME SEE NOTE 9 SHT. 4 SEE NOTE 9 SHT. 4 y41 125' TEMP. CLASS EXTERIOR 75' AIR SPACE 125' TEMP. GLASS _ 75' STEEL INTERCEPT JIB SPACER 5' CLASS BITE GLAZING DETAIL DOOR PANEL I' INSULATED TEMPERED CUSS SEE DESIGN PRESSURE CHART OPTIONAL PANEL GLAZING) 25' STEEL INTERCEPT SPACER 5' GLASS SITE 725' TEMP r GLASS EXTE B 25• AIR SPACE lbao 6. L .125• TEMP. GLASS CLA71NG DETAIL 1/2' IN LXATED TRINITY UTEPERED Gum FRAME 9\ 900LTlm"m 9b1yAb fwd e z O^ 1p j C) Q p Z3oN 2 S2 3z^ L, N oa 813. 639.9197 Y W. WLI rr RIA MG r4: S- 2195 r OF