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HomeMy WebLinkAbout740 Osceola Dr (2). CITY OF SANFORD PERMIT APPLICATION RECEIVED Application # : �'- Submittal Date: s/ 7 MAY A Av _ _ Job Address: ' I Lf b Leo 14:- Value of Work: $ — Parcel ID: Zoning: Historic District: Description of Work: �t? D�a-� n 1 /IdN/ diad A- Square Footage: ......................................................................................................................... Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Construction Type: # of Stories: # of Dwelling Units Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Use Group(s): Flood Zone: (FEMA form required) ........... ............. ..............................................................................I.................. Property Owner: lCa �� u� f./% .yP iU1116r' 1 Contractor: Address: 74/0 �SGc©��. 2 _ Address: Sc�.✓n, L a -7 73 Phone:�{09�nSfl=�O3�o'Z 017-51/1- Gly 10 Phone: State License Number: Bonding Company: Mortgage Lender: ,U fr o ¢' oe,e i Ccs Address: Arch itect/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. Acceptanc ermit is rification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. of Owner/Agent Date Signature of Contractor/Agent P n / ame 07 Print Contractor/Agent's Name Signature o otary-State of Florida Date Signature of Notary -State of Florida B3 TJTX MY COMMISSION # DD629096 oe EXPIRES: February 25, 2011 Owner/Age i ^`^ ,.Per onailyN Mk n Produced ID V� APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: Date Contractor/Agent is _ Personally Known to Me or Produced ID �-? (Q) ENG: BLDG: � 39.�0 City of Sanford Owner/Builder Affidavit Construction Contracting State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within i year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, A4.Un�C, A"Ndo hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allow d by law on the permitted structure. caner/Builder Si nature Date Owner is Personally Known to Me or has Produced IDS Signature of Notary—State of Florida Date My Commission Expires: MY COMMISSION # DD629096 EXPIRES: February 25, 201 l rl�l ARY �Y 07/03/2006 08:01 F.IX 888 478.2254 JELD WEN Wedum,ee Al 10010 MIAMI* IAMI• M 13UILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-13111UE COUNTY, FLORIDA METRO-DKDE FLAGLER BUILDING 140 WEST FLACLI 12 STREET, SUITE 1643 MIP.24I, FLORIDA 33130-1f 63 (305) 375-2.901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE Jeld-Wen, Inc. 317525 Highway 97 N. ChRoquin, 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 I',ivision and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other arms where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Mianti-Dade C'�unty Product Control Division (In Miami Dade County) and/or the Ak1J (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 JLHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. f -ORA 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 reel rements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Hi e;h Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld-Went" 61" W/E Inswing Glazed Insulated Steel Door vv/,Wo Sidelites APPROVAL DOCUMENT: Drawing No. S-2195, titled "Wood Edge Glazed Door w/ Bt. Wout Sidelites Up to 107" x 6'8 Inswing Unit", sheets 1 tln-ough 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- NBSSILE INWACT 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 r.oted 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 produe . nRNUNATION 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 NCW..- Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NW.s displayed, then it shall be done in its entirety. t INSPECTION: A copy of this entire NOA shall be provided to the. user by the manufactci er or its distributors and shall be available for inspc ection at the job site at the request of the Building Official. This NOA revises NOA # 01-1224.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. re" a 27 7 NOA No 02-1211..1.6 Expiration Date- August 15, 2007 Approval Date: J,muary30, 2003 Page 1 er? CJ CJ x r- co QD 00 W T-1 c x O JELD- WENI& Steel WO0,0 EDGE GLAZED WSUI.ATED STFa DCOR JNS WJNG 6 B I.Yf7T5 W/ 8 IWOUT SIDED. rTEB r GENERAL N07E5 f. THIS PI;QOUCT IS OESGVJ_p TO COWKY WITH TWE FLCRIDA BU1TLtNG CODE: 2. WOOD PUCKS BY OTHERS, IAUST BE ,NICHORED PROPERLY7O TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANICNU45 CW21 BE AS V TED AILD SPACED AS .S`fOAW ON DEIAJLS. ANICNOR FMBFIaVENT TO BASE MATERJAL SWILL BE &EYUh1D WALL DRESSING OR 571,000, 4. DES1:'NED PRESSURE RAT(.'1C SEE TABLE PAGE r. 5. TWIS SYSTEtd DOES NOT :DEET 7NE NATER RFOUIRDAEMS FOR NIGH 4ELfa LTi HURR"NE 14f ES' NFF 401E 0ES6N PRESSURE aYARrl i ' b. 11415 S) -STEM REOUIR S WATBORNE DEBRLS EXTERNAt PROTECTII?kf A6 PRESCRIBED IN SECrfON 1626.1 OF THE FLORID4 81ALOM CODE. 7. 5&'UTES ARE AN OPTIDN AND 044 DF USED Of A SAVGLE OR DOUBLE \ C(a4PlGf,JRATfC1N. % STEEP. DOOR c+oAditions) +au sneels' 24 go. f0.07r-? minimum thickness, Cafvanized sieef A 5?5 eommerdaf ganity - AKLQ per ASTM 620 tirifh yia4J sfrea-ith Fy(cve_)=47,575 psi. rare desion' bWanded Poty"ne OoAh i.0 Ja 125 15s. density, by JeN-Wer4 tac. Pnre1 CmsJrucl;on k afnnng: The alive and iaacl!Wr ponds are ecnsbucted Form 2414. (0.071" min.) Tpslvanized AM. The fare sheet Lap and bottoms ore ben! 9O' over 64e top and baffam rails. The fop raY carrsist5 of LVL measun'hg 1.67' x 1.042'. The botfcm rail is roll farmed 0.021' quLlewf2ed !leer measuring 1.6i r t.2r The sfdes or the face sheet are roaP farmed iniu the LYS Jairh stile end Panderaso Parrs hinge sWe which measure 1.67' x IA'. Rae inle-4or cavity .is filled with pclyslyrane. The face sheet is glued to the pafyse)rene_ The ymtels are Fouled fa receive fhe ODL or Trir. ly 1'4 e frarrrss, The units ore greed wAh OJZ5' terr:pered Sbss or 1.0- ;Ts glass. Tfre die frames are Met grozeid on the exterior, Sash Cgr�,sbueliaa de ¢being• The sash is consfrucJed iron 24LA (0.021' ran.) gvNanir sAewl. The ,dyes of the fare sheet are bent 9,7 over On, Faty- styrene Me and one' glued to iL' The sustxs we muted to receive fife COL r T66fy file frame. Jhe Lvfifs are gfaze4 aifh 0.125' tempered gloss or 0 .0" ins. fernpered glass. The Ble !fomes are Met grazed on Ifw exterior. Frame CamtnrcAoa: fhe frames are constructed from Pondemsn Pine iamKs measwing x F25'. The head jamas ave inartised and buV. joined to the side iambs and offocrhed with (3) 150A 2' if 7/16- crown wire slcples. The units use a slope adjus?able ahm�num Ihrestald mars. 4.562" x 1.173. W Uvcsiio.H is attached to U¢ (runic eiLS f3) 16go. 2' s 7/16' ucroa rare stcor. T- CS 0 T4 l L_ i4.5" OVERALL MAX. FA.AAJE 'A'JDTH 36.625" MAX, PANEL 'MOTH 36" MAX. W/AS7R4GAL PAtJEL W1DTN a � _ 70" 04'ER4CL MAX. FRAME YAOT)4 15.5" MAX. 36' kAAX. FR4MF LVDTH rPANFC MDJH�� I•t' JVA'1.. PANEL 1590TH w x U Z o J - � z a � a D.L. o. 0 41 e 4 X �I /� 1 D� �L LA4RS ORE VIOU I yR1Cf,�_ 1Y.r�E1fJ1S 1851 SHT. G 3 W �'1 It{ffRIOR I1,5111AG UNR 37.5' OVERALL -- 107" OVERALL MAX. FRAME WIDTH MAX FRAME YAOTli 36.625" MAX. I AME VOI&T 36" IMAX. _ PANEL WIDTH NE MAX.FRAME '111L1TFi rPANEL WIDTH I 14" MAY.. Y!/A5TRA.GAL PANEL. WIDTH 14" Mme. P PANEL WIDTH 1 PA,UEL YA'U"JH Av 21.125' y21-125" v w 1 { W MAX r D.LO. l'ADTH{ or '21.125" - L r < MAX. K9DTM� MAX. = T o - 2Q 4 �0 f fAx. "T WJDO {2 F. 125' WIpO- ,r �" o MAX. MAX. _ W O o, Dory D.L O. D.La. t its ii '.-. r: a ii ii ur w n 1r N-ACTfVE {ACTIVE a vel 16 :1VAK. w x U Z o J - � z a � a D.L. o. 0 41 e 4 X �I /� 1 D� �L LA4RS ORE VIOU I yR1Cf,�_ 1Y.r�E1fJ1S 1851 SHT. G 3 W �'1 It{ffRIOR I1,5111AG UNR 37.5' OVERALL -- 107" OVERALL MAX. FRAME WIDTH MAX FRAME YAOTli 36.625" MAX. I AME VOI&T 36" IMAX. _ PANEL WIDTH NE MAX.FRAME '111L1TFi rPANEL WIDTH I 14" MAY.. Y!/A5TRA.GAL PANEL. WIDTH 14" Mme. P PANEL WIDTH 1 PA,UEL YA'U"JH Av �E Y 1.125` W MAX 2 T D.LO. l'ADTH{ - L r < u �0 "2f.125' {2 F. 125' ,r c, o `II III O�v-ACT,4E AyaVNIG-kMT ... _ SFr DETAIL __ OESCRIPTInN �. - GENERAL ti0TE5 AN0 TrPr Ai.. EJ_FtirATIQ `1S DESIGN PRESSURE RATING .. - 1,fERTICAL r• SS SECTICs`Ji k BILL Of A1Af«iIAL -� ACM -FF -w- 5 ems[ rSID rrsr'ATMev r m rDIMr(rm n ce uwus saw rxn .er ra[ carol sit cud o cwvr a sa ve 3 'NTL!_ CROSS S£CTIDh15 _ _ a tt^, uw tr. MM we 6 raau.m w Mi --WAW 4141, weT M 1.wa a �e-r, m .x111 ,�v rta ..:mL _ ._ 4 HGR129NTM)1„.CRG55 SECpGFJS & NOTESUNIT TYPE POSITPo'E NEGATIVI. %vyCHORING Lf'.�Cr.T[ONS k G�AlLS _ _ _ ----- 5 ANCI'liZIRING LOCATIONS UNCICCIeFGeJFNTS SOJO:E h rJDLPLE V/010 SURFACE BOLTS CN Of -VIE P4J[L +50.Opst-50Alps r ? - -----------. _------ fl CL'.ZItJG OrTAILS d;. UtaT COMPONENTS SIWIE h CAUHLE 'NRH 5IJ6FACE FY_A.TS ON ACTNE PA1Ft +fiS.Opsr-55.0psf 1 ti O r z U Q 43� o zz m O ❑ h J � W m o4 / - - { ACTNE o^'f N - O o � m rCaNsi 7� .VlTM i• InC DOL'.^.LC V1/S'LE11TE5 .3.659.4197 uw Li J'ROm1rT RF.vfSFa oma- 12/14/0 BWdIn�Cade 4aa de r'VrtCe FML[: tJ TS A-�lyeeu No 02-1 ZII.J�.: P%Y onww.v�,. r •-0-FaaM 111 S -i 195 I:,.rrT 1 ar ri "2f.125' {2 F. 125' c, MAX. MAX. _ W D.L O. D.La. v1 u Ar wiplH WIDTH { 16 :1VAK. g �r 6" MAX. AV s `II III O�v-ACT,4E AyaVNIG-kMT ... _ SFr DETAIL __ OESCRIPTInN �. - GENERAL ti0TE5 AN0 TrPr Ai.. EJ_FtirATIQ `1S DESIGN PRESSURE RATING .. - 1,fERTICAL r• SS SECTICs`Ji k BILL Of A1Af«iIAL -� ACM -FF -w- 5 ems[ rSID rrsr'ATMev r m rDIMr(rm n ce uwus saw rxn .er ra[ carol sit cud o cwvr a sa ve 3 'NTL!_ CROSS S£CTIDh15 _ _ a tt^, uw tr. MM we 6 raau.m w Mi --WAW 4141, weT M 1.wa a �e-r, m .x111 ,�v rta ..:mL _ ._ 4 HGR129NTM)1„.CRG55 SECpGFJS & NOTESUNIT TYPE POSITPo'E NEGATIVI. %vyCHORING Lf'.�Cr.T[ONS k G�AlLS _ _ _ ----- 5 ANCI'liZIRING LOCATIONS UNCICCIeFGeJFNTS SOJO:E h rJDLPLE V/010 SURFACE BOLTS CN Of -VIE P4J[L +50.Opst-50Alps r ? - -----------. _------ fl CL'.ZItJG OrTAILS d;. UtaT COMPONENTS SIWIE h CAUHLE 'NRH 5IJ6FACE FY_A.TS ON ACTNE PA1Ft +fiS.Opsr-55.0psf 1 ti O r z U Q 43� o zz m O ❑ h J � W m o4 / - - { ACTNE o^'f N - O o � m rCaNsi 7� .VlTM i• InC DOL'.^.LC V1/S'LE11TE5 .3.659.4197 uw Li J'ROm1rT RF.vfSFa oma- 12/14/0 BWdIn�Cade 4aa de r'VrtCe FML[: tJ TS A-�lyeeu No 02-1 ZII.J�.: P%Y onww.v�,. r •-0-FaaM 111 S -i 195 I:,.rrT 1 ar ri eJ- SEE 7 SHT. 4 SLE NOTE 7 SHT. 4 gg SEE NOTE 2 SH 4 4 44 x 40 WX SLE Nufc 2 SJ4T, 4 IN TERA-1 EXTEP.IOR IN'TEWR F25" Mit.L IEWP- SEE G . CLASS TRW. ....... ------ I 7!i PAYWIL 7KK.. PANEL tw... 31, Q), f4 oO co L—?--—VEAT.CAL CRO55- SECRO e-7 co DCOR �AIIIDL SIDEUT 545" O kV li UTI Bulgy= rat.stij—rs. Hc PRUNCrRILVIBER A3 C,.Pbizd 41A 12W TUVC6 C: G. BT WLN 5-219: L SICL c CJ r— -SEE 740TE z SNt. a 40 H LP INACTNF .t 37 91 z_ J I 1J r Tunx � ,1 Sh is � < SNT. 4 r+ " ° JIJy 1Lr1 A.SAU AL RETAMA 4 BOLTS TOTAL, {2) 8.0' L a .312' OK 0 TEIP & (2) a0" a- 2" :.! 12' DA 0 BOTTO V 71ORPZONf7V_ CRO SS Smm AT ILSlRAC✓1 SEC DESCH FrESYJAE C74Rr 1 �J IATCH •,WM6 7070 fPJCK _ Lzep' vw. EM9. 15' VAX p SflV MIL ^� 75' MN. n ,EdTrig IOti g IJ w� AWfE67B 17 t 0 X21 MORTZ0fJ7AT f.Rt1SS SCCifQ4 HIWGE JAMB TO 8llCX 1 a SEE r+OTC 7 510. 4 OPTK1N41L SI,RIACE 0005 SEC OFSIGN PAESSLRE CRAR7 x as zrm In m � h U Q o 2 Q N C') a3 w i C3 s vow Q N 3 mU4 0 K 06 Z 0 5 H °tiz N�3 U�n2 m� O �' `��7i�reVavwp CONE- 0Wf5• IMT. Iq Ll1 ].554 9197 i unU1�Cf RE\'Lcso r.,2 1 7 114/ CI .ompl^T9 -•'r!t*: Fhi A. :c�+.L: Nf5 za�.cU2-1271-I� off. e,: 'NLN 40 Pal cn Gml nl- 5-7135 -8- SEE LF -7A1 'r' SHEET 5 SEE DETmL G SHEET 5 1 _TT' Inn r-�In �y w SEE CET.AIL G SHEET 5 — 1� I 1 ,7 SEE TyP I o DETAR vs n 9 9 a rw.1�1- -1 ®:. o72 ii L� N 13 13 h 4�6 TYF'. I c SINGLE DOOR AWWORIMG LOCATIONS PROMIlIC7 REVISEP na.�plpL g rtR 1Eo Fbs.Nr. BuMlr�, CrsE Ata�ReR�Mr. C"Z-r7Ll �fE. 6yme�r. UUar��T1 i�Y f tii4a1 ee[ Cwlro! is.es�.9la� _c: 12/1 7/CI vim.: Pi-T.S. Cr_ Err: K34 — W. R.W we ;'z .0 �-2195 s.[cr 6 cf fi 3• 6" 6'' 3,. 3^. 7YP, 3 ITM� JOUAIr ^ 5 .M. 4 SEE NOiCJ SHT. 4 .- Q TV?' L n L TYP. r A� LAI 6 - r P. I I I r Trp. I- 3 —1 I s I- 3. " 6.. � 3Tt ,. 3 SEE DETAIL 'K' SMT. 5 LKM&L ODOR W/510EUE S ANCHORING LUQAnQNS SEE DETmL G SHEET 5 1 _TT' Inn r-�In �y w SEE CET.AIL G SHEET 5 — 1� I 1 ,7 SEE TyP I o DETAR vs n 9 9 a rw.1�1- -1 ®:. o72 ii L� N 13 13 h 4�6 TYF'. I c SINGLE DOOR AWWORIMG LOCATIONS PROMIlIC7 REVISEP na.�plpL g rtR 1Eo Fbs.Nr. BuMlr�, CrsE Ata�ReR�Mr. C"Z-r7Ll �fE. 6yme�r. UUar��T1 i�Y f tii4a1 ee[ Cwlro! is.es�.9la� _c: 12/1 7/CI vim.: Pi-T.S. Cr_ Err: K34 — W. R.W we ;'z .0 �-2195 s.[cr 6 cf fi SEE YIPFE 9 5HT- 4 8 SHT. 4 LONFAL QZ'1SS SE"DUN 4 AT SADEI rTF TO LATCH dAMIEL TYP MOTES: SEE OESIGN PRESSURE CHART J- SPACTNG FOR 1B F J' m4 SCREW ATTALMIIG THE WINAAMBER ASTRACAL TO THE 11fACTA/E DOOR JS AS FIXIOWS. TOP MOWN; I-0", 3.0', 5.0- & 19.0". FROM THE BOTTOM VP; 1.0', 3.I}', 5-0', 20.0' k 3875'. 2. SPACING FOR 1a x 1 J/2" PLASCREW JS AS FOUOWS; TOP k 80i I'OM; (z) SCREWS 3,0' lrY FROM E.arH HORIZONTAL CORNER, FRUP1 THE TOP OF THE FRAME DOWN C0J TH£ SIRES; 3.o-,13.0 26.0 .59,0. 52,0' & 53.0'. S- SPACING FOR BRAD TRW 441L 3/4' L ArrAGFaNG THE "R.TER Rawo TO TWE SIDELITE JS AS FOL1-47NS; TOA A BOTTOM; 1.25' Elf FRQV ENCh HMZOMTAL CORNER WITH {1) MORE NAIL IN T.4E MIOrk.<. 510FS: r.25" FROM EACJ4 END & SIX MORE EQUALLY SPACED CVT THE FIELD. 4- 'WHEN ATTASH14C THE SIPIKE PLAT£ TO THE LAIIM AND BUCK, IAS£ 18 x 2 f/2" PFH WOOD SCFEW. WHET! ATTACHJNG THE ST'RJRE PLATE TO THE JAMB AND STDELITE JAMB AT THE IWOLLION USE 18 a ?.' PFH WOOD SCREW, 5. SFACJNG FOR P8 x 2.5" PFH WOW SCREW ATTAUMrNC THE MULLIONS TCGE7HER rS AS FOLLOWS; 6-0' cAOW EACH YF.RT+CAL CORNER SYJrH (4) MIRE SCREN5 EQUALLY SPACED, A TOrAL OF (6) SCRCAS PER LRCM VERTICAL MULLION. 6. THE SIDELITF IS SECLR£O INTO THE SJDELnE JNdB VATH bTLICLYJE CAULK ON THREE SIOES &. 3,.b' x 3/8' 7/4 RCkIINO k BRAD TRIM WAIL x 3/4' L. �- WHEN ATTACIffNG IME hTNGE TO THE JAMB ANO BUCK USE 110 x 2" PFH 'Anw SCREW, ri'HEN ArTACraNG THE Wr,CE TO THE JAMS AND SIOELIrE JAMB AT THE .MULLION USE 11a x 13/4' PFH WOOD SCREW, 8. THE MIWGL r CAP 6 ATTACHED TO THE PRESSURE TREATEFJ REJtJFO£CE.k1ENr WJTH REu x'76 A I' 'RIM NAIL 5PACED A MAX, OF 72 ON CENTER- S' SPWIFIV FOR REM #57 THE d6 Y. f rf2' P.aNHF_4o SCREW Ott THE DOOR 11TE FRAUE IS AS FOL+-D'h5: FPCm TOP 6GRri u'i nd Sdti5 {B) IIT J.25 Ul.n?5`. 18.0625•, 25.4]75', ,72.8125•. 40_EI?S", 47.525; 55' 1e 62.375. AT EHE TOP & BOTTOM FROU f?4HT TO :EFT (3) Ar 3.25 t r P75• ' 20.5-. ^lSCFZCr SFACifiG FOR 7.4E SIucLITES IS AS fULLCIVIS: FROLA WE fOP Dr?M`l ON THE SIDE'S: (5) Af 7.25". IS.D625'. 32.8125". 4.5525' & 62.62:: THE IOP 49 BOTTOM (1) SCR£5YAT 4,4375', 1. 15' .vnr- EMB. QAC '15, )41M_ C014WERSINW zY a .r4 ^"ice. 47 �37 NTS S2 5££ NOTE 3 I 39 1 N , SEE NOTE 2 <7 r 2 - 4 SEE No fE 3 SEF 'JOIE 6 SEE 1JOTE 2 SHT, 4 SHT4 LONFAL QZ'1SS SE"DUN 4 AT SADEI rTF TO LATCH dAMIEL TYP MOTES: SEE OESIGN PRESSURE CHART J- SPACTNG FOR 1B F J' m4 SCREW ATTALMIIG THE WINAAMBER ASTRACAL TO THE 11fACTA/E DOOR JS AS FIXIOWS. TOP MOWN; I-0", 3.0', 5.0- & 19.0". FROM THE BOTTOM VP; 1.0', 3.I}', 5-0', 20.0' k 3875'. 2. SPACING FOR 1a x 1 J/2" PLASCREW JS AS FOUOWS; TOP k 80i I'OM; (z) SCREWS 3,0' lrY FROM E.arH HORIZONTAL CORNER, FRUP1 THE TOP OF THE FRAME DOWN C0J TH£ SIRES; 3.o-,13.0 26.0 .59,0. 52,0' & 53.0'. S- SPACING FOR BRAD TRW 441L 3/4' L ArrAGFaNG THE "R.TER Rawo TO TWE SIDELITE JS AS FOL1-47NS; TOA A BOTTOM; 1.25' Elf FRQV ENCh HMZOMTAL CORNER WITH {1) MORE NAIL IN T.4E MIOrk.<. 510FS: r.25" FROM EACJ4 END & SIX MORE EQUALLY SPACED CVT THE FIELD. 4- 'WHEN ATTASH14C THE SIPIKE PLAT£ TO THE LAIIM AND BUCK, IAS£ 18 x 2 f/2" PFH WOOD SCFEW. WHET! ATTACHJNG THE ST'RJRE PLATE TO THE JAMB AND STDELITE JAMB AT THE IWOLLION USE 18 a ?.' PFH WOOD SCREW, 5. SFACJNG FOR P8 x 2.5" PFH WOW SCREW ATTAUMrNC THE MULLIONS TCGE7HER rS AS FOLLOWS; 6-0' cAOW EACH YF.RT+CAL CORNER SYJrH (4) MIRE SCREN5 EQUALLY SPACED, A TOrAL OF (6) SCRCAS PER LRCM VERTICAL MULLION. 6. THE SIDELITF IS SECLR£O INTO THE SJDELnE JNdB VATH bTLICLYJE CAULK ON THREE SIOES &. 3,.b' x 3/8' 7/4 RCkIINO k BRAD TRIM WAIL x 3/4' L. �- WHEN ATTACIffNG IME hTNGE TO THE JAMB ANO BUCK USE 110 x 2" PFH 'Anw SCREW, ri'HEN ArTACraNG THE Wr,CE TO THE JAMS AND SIOELIrE JAMB AT THE .MULLION USE 11a x 13/4' PFH WOOD SCREW, 8. THE MIWGL r CAP 6 ATTACHED TO THE PRESSURE TREATEFJ REJtJFO£CE.k1ENr WJTH REu x'76 A I' 'RIM NAIL 5PACED A MAX, OF 72 ON CENTER- S' SPWIFIV FOR REM #57 THE d6 Y. f rf2' P.aNHF_4o SCREW Ott THE DOOR 11TE FRAUE IS AS FOL+-D'h5: FPCm TOP 6GRri u'i nd Sdti5 {B) IIT J.25 Ul.n?5`. 18.0625•, 25.4]75', ,72.8125•. 40_EI?S", 47.525; 55' 1e 62.375. AT EHE TOP & BOTTOM FROU f?4HT TO :EFT (3) Ar 3.25 t r P75• ' 20.5-. ^lSCFZCr SFACifiG FOR 7.4E SIucLITES IS AS fULLCIVIS: FROLA WE fOP Dr?M`l ON THE SIDE'S: (5) Af 7.25". IS.D625'. 32.8125". 4.5525' & 62.62:: THE IOP 49 BOTTOM (1) SCR£5YAT 4,4375', 1. 15' .vnr- EMB. QAC '15, )41M_ C014WERSINW zY a .r4 ^"ice. 47 �37 NTS S2 5££ NOTE n u U J SEE tlOTi; 3 Sh'T. 4 SEE 1JOTE 2 vi SNI. 4 SEE NOTE 2 SHT- 4 LONFAL QZ'1SS SE"DUN 4 AT SADEI rTF TO LATCH dAMIEL TYP MOTES: SEE OESIGN PRESSURE CHART J- SPACTNG FOR 1B F J' m4 SCREW ATTALMIIG THE WINAAMBER ASTRACAL TO THE 11fACTA/E DOOR JS AS FIXIOWS. TOP MOWN; I-0", 3.0', 5.0- & 19.0". FROM THE BOTTOM VP; 1.0', 3.I}', 5-0', 20.0' k 3875'. 2. SPACING FOR 1a x 1 J/2" PLASCREW JS AS FOUOWS; TOP k 80i I'OM; (z) SCREWS 3,0' lrY FROM E.arH HORIZONTAL CORNER, FRUP1 THE TOP OF THE FRAME DOWN C0J TH£ SIRES; 3.o-,13.0 26.0 .59,0. 52,0' & 53.0'. S- SPACING FOR BRAD TRW 441L 3/4' L ArrAGFaNG THE "R.TER Rawo TO TWE SIDELITE JS AS FOL1-47NS; TOA A BOTTOM; 1.25' Elf FRQV ENCh HMZOMTAL CORNER WITH {1) MORE NAIL IN T.4E MIOrk.<. 510FS: r.25" FROM EACJ4 END & SIX MORE EQUALLY SPACED CVT THE FIELD. 4- 'WHEN ATTASH14C THE SIPIKE PLAT£ TO THE LAIIM AND BUCK, IAS£ 18 x 2 f/2" PFH WOOD SCFEW. WHET! ATTACHJNG THE ST'RJRE PLATE TO THE JAMB AND STDELITE JAMB AT THE IWOLLION USE 18 a ?.' PFH WOOD SCREW, 5. SFACJNG FOR P8 x 2.5" PFH WOW SCREW ATTAUMrNC THE MULLIONS TCGE7HER rS AS FOLLOWS; 6-0' cAOW EACH YF.RT+CAL CORNER SYJrH (4) MIRE SCREN5 EQUALLY SPACED, A TOrAL OF (6) SCRCAS PER LRCM VERTICAL MULLION. 6. THE SIDELITF IS SECLR£O INTO THE SJDELnE JNdB VATH bTLICLYJE CAULK ON THREE SIOES &. 3,.b' x 3/8' 7/4 RCkIINO k BRAD TRIM WAIL x 3/4' L. �- WHEN ATTACIffNG IME hTNGE TO THE JAMB ANO BUCK USE 110 x 2" PFH 'Anw SCREW, ri'HEN ArTACraNG THE Wr,CE TO THE JAMS AND SIOELIrE JAMB AT THE .MULLION USE 11a x 13/4' PFH WOOD SCREW, 8. THE MIWGL r CAP 6 ATTACHED TO THE PRESSURE TREATEFJ REJtJFO£CE.k1ENr WJTH REu x'76 A I' 'RIM NAIL 5PACED A MAX, OF 72 ON CENTER- S' SPWIFIV FOR REM #57 THE d6 Y. f rf2' P.aNHF_4o SCREW Ott THE DOOR 11TE FRAUE IS AS FOL+-D'h5: FPCm TOP 6GRri u'i nd Sdti5 {B) IIT J.25 Ul.n?5`. 18.0625•, 25.4]75', ,72.8125•. 40_EI?S", 47.525; 55' 1e 62.375. AT EHE TOP & BOTTOM FROU f?4HT TO :EFT (3) Ar 3.25 t r P75• ' 20.5-. ^lSCFZCr SFACifiG FOR 7.4E SIucLITES IS AS fULLCIVIS: FROLA WE fOP Dr?M`l ON THE SIDE'S: (5) Af 7.25". IS.D625'. 32.8125". 4.5525' & 62.62:: THE IOP 49 BOTTOM (1) SCR£5YAT 4,4375', 1. 15' .vnr- EMB. QAC '15, )41M_ C014WERSINW zY a .r4 PA37� EXTERIOR iJNfEMORo�ntia 4-. 4: SEF NOTE .1 440 SEE )DOTE 2 t^, u u .25" unx- SHT, 4 5HT. < Z SrKK. 32 SEE NINE 6 ` ++ SHT. J •`�J`/ euwwc Icuvwcs„•Irs. Ixc r3 H tJTaL C.9055 SEC7fON 8t 3.654.59? �`v%AI SIDELIJF 70 4jJCH. hP. PFJCDUCCicEVIBEL OuR: 12% ] e./ O1 cc Brtilo�CtcJx .,Chd, 4R �tior�v lJ-r. s. F-.aLvm JiaQ" I Jn cNc e+-: IYLN �Vara11,-TAW�LI� v14. ar: R'.Y Up_ N nw. 11 :Tool _ _ uctCraarnl _2195 flhtl, :w[[T 4 :F 8 S2 5££ NOTE n u sEE worE 6 a7 2 5HT. 4 SEE tlOTi; 3 Sh'T. 4 izONTaL CEO'- 5EC710.`J < ATIL`ELRE TO H1tJC-E JaIABLJYP SEE OESIGrf PRESSURE CH4AT PA37� EXTERIOR iJNfEMORo�ntia 4-. 4: SEF NOTE .1 440 SEE )DOTE 2 t^, u u .25" unx- SHT, 4 5HT. < Z SrKK. 32 SEE NINE 6 ` ++ SHT. J •`�J`/ euwwc Icuvwcs„•Irs. Ixc r3 H tJTaL C.9055 SEC7fON 8t 3.654.59? �`v%AI SIDELIJF 70 4jJCH. hP. PFJCDUCCicEVIBEL OuR: 12% ] e./ O1 cc Brtilo�CtcJx .,Chd, 4R �tior�v lJ-r. s. F-.aLvm JiaQ" I Jn cNc e+-: IYLN �Vara11,-TAW�LI� v14. ar: R'.Y Up_ N nw. 11 :Tool _ _ uctCraarnl _2195 flhtl, :w[[T 4 :F 8 I SEF DETAIL G SHEET 5 %JFT.41L G r104GF TO .1410.(85 At DDDR SET NUFE i SmT. 4 ' J�QAfL K SN_L SEE DETAIL "F' c"aa. SY-- 'IFLN D iAl ER STRrKE PI.AT.ES 70 JAUL:15 NLN JV! ER .4'iTRAC4L SEE NOTE 4 SHT. S F.I_TAGNER 8075 HEADER STRJKE PLATE & OPTIONAZ 3 SHEET 5 6, p" �6.0" r .w. z l'>ruc+l' ,«c.u,m - 5-2195 sxcn 5 m 8 3.0" TTR fE o TYP. �I-, SEE - 3.0" TYP. t; o A DETIL rte. SEE OETAII • 6 H SHEET 5 5 oT (�M_ _ -" _ v A A OOAA nu h `y I'1 \ 46 11 _ I I TYP. �- S.d" 3.0' 3 0., SEE DETAIL K SHT, 5 DOUBLE OCJOR ANG O G LOCATfOMS' I SEF DETAIL G SHEET 5 %JFT.41L G r104GF TO .1410.(85 At DDDR SET NUFE i SmT. 4 ' J�QAfL K SN_L :w--soo flaG.= 114 c"aa. SY-- 'IFLN D iAl ER STRrKE PI.AT.ES 70 JAUL:15 NLN JV! ER .4'iTRAC4L SEE NOTE 4 SHT. S F.I_TAGNER 8075 HEADER STRJKE PLATE & OPTIONAZ 3 rlt 6, p" �6.0" r .w. z l'>ruc+l' ,«c.u,m - 5-2195 sxcn 5 m 8 , TTR fE TYP. 3.0" 3.0' —I TYP. SEE - - A DETIL J SHT 5 _ -" _ F&E NOTA J ii �JiT. � r2 iiu 1 .1 la nu `y \ SEE DETAIL G SHEET 5 T lT h � E�h Q D u G � !T 05 (3QgU z3aN � � w G Lij U- � Lu U 0. In oa 0 141►;_I 2 J�U J 0— L W —71 o 5114Gt F nnnn W/SrQEt JTF5 ANCHORING LOCARONS Ie � W a u SEE NOTE As-irA(-.4L RFTAJNER BOLT "' Q 4 SHT. 4 HOLFS MUST BE MILLED THROUC,LD H THE THRESNG❑ d INTOTHE WASONHY t DEEP EWOUGH FOR A Z' THROW SEE NATE / I E DETAIL H II 4 STJT. 4 STRIKE PL4TE TO %-Yewu:... I SURFACE FOLT /IINRJAMBFR ASJR4GAL_ p -,,i .Lr—s. INC STr71HE PLATE I 813.659.9 197 as -..----= --------------- M(3IXCTRLVJ5EP coif: 12117%6}} isaawaTrh+g eIIA R� T1.r41.. n! Tc LI- SURFACE fVIL! DETAIL J STRIY.E PLATE J�QAfL K SN_L :w--soo flaG.= 114 c"aa. SY-- 'IFLN D iAl ER STRrKE PI.AT.ES 70 JAUL:15 NLN JV! ER .4'iTRAC4L SEE NOTE 4 SHT. S F.I_TAGNER 8075 HEADER STRJKE PLATE & OPTIONAZ W)NOJAMHER AST.4AGAf- RETANER B�DL7 HOLES & OPTIONAL SURFACEnxanuc 801T 51,91KE PLATE 1�%n" CN{a ; -"Q, _ .w. SURFACE &DLT STJiJKE PLATE l'>ruc+l' ,«c.u,m - 5-2195 sxcn 5 m 8 IV ,t, N PJ m S.a., 1.5625° � I ].67" --) 1,0• � T n I T .0 PAS' � Q j 'n (2) 2) 8 8 .0" C. r _,312' DIA. BOLTS 0 BOTT0M r BCi 5 0 (Ch x .512" ow 0 GRILL TRU 2 4 ASoOD FRAAiF. FOR A8 L4L LATCH STr1E 1,767" p Yea GRIL! TRU FOR S 4i Q 3 50 2B CP.EV7 2PLiS RETAINER BOLTS 1GAl O N O +o ASTRAGAL H47idlAlB�Ry itRNU AUGER JI Wnoal STRIKE PLdf� V d F.6 7" �{ 4.582 { I f15'R6rU T-6060 EXTRUDED A r1�Aitwk 57EEE PLATE J�� 'I o Ii u ji' m Ga - I T .75fi" -i oma' z 5 2 A JU E 615NT H .45' 45- - 5! y lY +1AJU.05BLE CAP `3 Jj �i1 QOOp TOP 3 U;SN'1HC Ol2(1A PG1TO.ti a�-,m� 8Y' imp LI_ .057' }YALE 7HK. 7 27 SWEEP, EXTRUDED L9PJYL D k7OP STELE �L .060' THY, WALL rIP. ��o�,v al ct O G O Qd O n 3 2.053" 1 I � _ d ; a o a3 `� v7 0 � v N --T O goo r40- -1 In - 0 .523 811 1 CGNPRFSSIDN 'NEATHERSR(iP -4- 097^ ^ - Z -----4.567"SCHC£GEL 4-COrf 37t?5 6.SD 15 1 r n_ ^1 8 L.73--] 4 x 4 STEEL DCOR HINGE P w > SEAL - as7" rrrx_ STEEL BY Hnr,�R t►;�SrutLITE 80T U L �J �Lf 1_TE SCI 7LiG 7HRESNOLfl 0 DDDR SiSTEELFOGS CAP, 8D1BY 7G.0 ru � ,1f n � 0APERIAL .USI " W.V_L THK. w C OIA VARIES W/LOCK USED - _ a' ❑ 0 o -- IS P,IS.fi�9.919: CICK. 8(OCK. I .7..1.,"_.1FiK, 1 r1 �, FAO�u[7 pfcti95EO vs�tcr, Lo'1 LdI7:+u�fSc �- I.(IVES .25' STEEL IaODEZ 0541 —1�-.125- e 41 N h F-- 2.4375" UiE FRAME ODL HP POLYPR0PO ENE (THFR 4OFJL-PE-30FM0.391) GUSS MAAIE n 44) 1 2.4.T75' ----1 LTTE FRAME ODL HP POLYPROPOLENE (EHER6IOFIL-P6-: 0fM0]91) 1" GLA55 FT'..4ME — - V { --1.75' —� 2.52 I " Y t IE FRA+aE LUPOY EU -5007 1/2" GLASS FR41K'E -•I 1.013" r- .:::.::.: . (s5�— 1.75" -- { `J 2.521'— TRINITY LRE FRAM LUPOY EU -5007 1" GLASS FRAME x(30 r 29 ? (37 / IIv EXTERfUR 2a1 .1125" TEMP. �.." INTE L1Pi _('29..5' GLhSS. 817E �. G(.4 INr OFTAIL-_LQRDOUR PAIJEL SEF PJOtF .3 & SIDELITES 1/8" IEMPCREO CLASS SEE OESfCN PHESSURF C.tiltR7 Wr SEE MOTE 9 SK. 4 ca So w cJ _ j' / GLYSS (9Y co $Ct NOTE- 3( Do SHR, 1 yo0 .125' TEMP_ Lt. G'LAS5 — - V { --1.75' —� 2.52 I " Y t IE FRA+aE LUPOY EU -5007 1/2" GLASS FR41K'E -•I 1.013" r- .:::.::.: . (s5�— 1.75" -- { `J 2.521'— TRINITY LRE FRAM LUPOY EU -5007 1" GLASS FRAME x(30 r 29 ? (37 / IIv EXTERfUR 2a1 .1125" TEMP. �.." INTE L1Pi _('29..5' GLhSS. 817E �. G(.4 INr OFTAIL-_LQRDOUR PAIJEL SEF PJOtF .3 & SIDELITES 1/8" IEMPCREO CLASS SEE OESfCN PHESSURF C.tiltR7 Wr SEE MOTE 9 SK. 4 SEE NOTE 9 SHT. 4 .725" TEMP. CLASS fXTEAIQR .75" AIR SPACE .125" TEMP, GLASS .75" STEEL INTERCEPT l E,� SPA.CF R 5'" GLrSg 81TE '1;G DFJAI[ G:7OR PA,VEL 7' HNSULd.TLD TLMPCR.ED CLASS SEC DCS -'GN PRESSURE LH0.47 (G?TIGAI.4L PANEL GLAZOTG) i" N N V .25' STFE1 INTERCEIT SPACER .5" CLASS B)T£ .125- TEMP. !r. GLASS KalrJL� .2S- -AIR. SPAl:E IFTTERIOR r 125' 7V.lP. GLASS GLAZING DETAIL 1/2" 1NSUTAEtO TEUPFRED CLASS T.RINTTY L(Th- FRAW.. PRO DICT PM Y1S_1 dn=ftA d.m m r --bb B3moa am � �) QrJVi AZO Mleay'C Neiiln� lie a Q � z �•� U Q EE o zX U, ZD �tr�aa v, W r^ = 2 �rfU� Ix 10 U� oua w� um 0 ca So _ .125" TEMP. j' / GLYSS , .75" .AIF SPACE .125' TEMP_ G'LAS5 .75' STEEL INTERCEPT INZER SPACER BITE GLAZING DETAIL T" LNSULATEO TEMEPEJRED GL45S 7R?Xrr LTTE FRAME SEE NOTE 9 SHT. 4 .725" TEMP. CLASS fXTEAIQR .75" AIR SPACE .125" TEMP, GLASS .75" STEEL INTERCEPT l E,� SPA.CF R 5'" GLrSg 81TE '1;G DFJAI[ G:7OR PA,VEL 7' HNSULd.TLD TLMPCR.ED CLASS SEC DCS -'GN PRESSURE LH0.47 (G?TIGAI.4L PANEL GLAZOTG) i" N N V .25' STFE1 INTERCEIT SPACER .5" CLASS B)T£ .125- TEMP. !r. GLASS KalrJL� .2S- -AIR. SPAl:E IFTTERIOR r 125' 7V.lP. GLASS GLAZING DETAIL 1/2" 1NSUTAEtO TEUPFRED CLASS T.RINTTY L(Th- FRAW.. PRO DICT PM Y1S_1 dn=ftA d.m m r --bb B3moa am � �) QrJVi AZO Mleay'C Neiiln� lie a Q � z �•� U Q EE o zX U, ZD �tr�aa v, W r^ = 2 �rfU� Ix 10 U� oua w� um 0