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WS-13-1420 i Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-203037 Permit Number: WS-6-13-1420 Scheduled Inspection Date: November 14,2013 Permit Type: Windows/Shuffers Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MCCARTHY, NANCY Work Classification: Door Replacement Job Address:870 NE 97 Street Miami Shores, FL 33138- Phone Number 305-758-3396 Parcel Number 1132060142710 Project: <NONE> Contractor: BECNAN CONSTRUCTION SERVICES, INC Phone: (305)962-0052 Building Department Comments REMOVE AND REPLACE BACK DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-199770. CREATED AS REINSPECTION FOR INSP-194135. MUST ENTER THREW THE BACK OF THE PROPERTY THREW THE ALLEY Failed PLEASE CALL CARL 305-949-7522 No access, no one home No access, no one home Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 13,2013 For Inspections please call: (305)762-4949 Page 31 of 31 sx Miami Shores Village ri= �- Buildin g Department � -4 7-® 3 �e 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 r— -� = _ Tel:(305)795.2204 Fax:(305)756.8972 ®� INSPECTION'S PHONE'NUMBER:(305)762.4949 FBC 20'-N--' BUILDING Permit No.rr • � PERMIT APPLICATION Master Permit No.W Permit,Tnx: BUIULDING` ROOFING JOB ADDRESS:. '-70 z City: Miami Shores County. Miami Dade Zip: Folio/Pazcel#: Is the Building Historically Designated:Yes NO �� Flood Zone: OWNER:Name(Fee Simple Titleholder); !Lk/CC �"l CF A° Phone#. 3®s 7ST� Address: City: i` G State: Zip: Tenant/Lessee Name Phone#: Email: CONTRACTOR:Company Name: C'C (> r� p �S Phone# Address: / C City: > ( " -t State: 3 tp Qualifier Name: C4 A L Cowl. Phone#: State Certification or Registration#: I 3l5-q ,t Certificate of Competency#: Contact Phone#.- 3 QS �_7 �- Email Address: t<i e,c-A.�A-C-5 DESIGNER:Architect(Engineer: r Phone#: Value of Work for this Permit:$ P `T �Sguam/Linear Footage of Work: Type of Work: DAddition z �OAlteratio/n UNew Wife-'r aidReplace olition Description of Work: ye , CL C4 &fir O'A(d i d 7 /Ve ant Color thru file: Gig Submittal Fee$�� �'� Permit Fee$� CCF$ COLCC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ T'raininWEducation Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ �r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) f 11 Mortgage Lender's Address City State Zip 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 the 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 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 to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement'and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the firs(inspection which occurs seven (, days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reins c n fee will be charged Si Spa tuneSignature r✓ e or Agent Contractor The foregoing instrument was acknn�owledged re me this The foregoing instrument was acknowledged before gn this day of d- ..2©L!,by 6—qke—Z—, day of A - 20 2,by(24 ' �, L who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: e,��N���u It 11/1/1 Sign: 4,a Id4 Sign: Print < ��': Print: ���Qu e � ? My Cod io Expires. P""` RAQUEL GUTIERREZ My Commission-Expires: C®mm�13p59 O� st O I ;tea° Notary Public-State 01 fWWS %s� di'•. E1 Q�`e���� *4 My Comfit.Expires Sep 21,2016 4 j:E 0 -,�qaq,• Commission I EE 203156 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10107)(Rmised 06/10/2009)(Rev=d 3/15/09) AIL r JA '\ 0 ) ,2 (ep 7Y 'mac,-civ ire,,t"-)✓t'.c&lv y.,e.r, �C e u-) 1, M Au IL N CIT� C W AW COPY Miami Shares Village APP O0i'ED f3`( DATr ZONING DEPT �k JUN BLDG DEPT BY: & SUBJECT d 0 CCNIPLJA.NCE WITH ALL FEDERAL STATE ANd OCIjN-t f r3UL2S AND REGULATIONS RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE, 2010 Roberk S. Monsour, P.E. FI# 11955/0006024 ASCE 7-10 MIAMI DADE COUNTY DESIGN WIND LOADS (LBS/SQFT) FOR 175 MPH WIND ZONE Interior& Exterior Zones (4&5=Walls) Positive Pressures CATE4GOSY a BVMDI CXS Exposure D For the- 175 mph Wind Zone WITH.6 ADJUSTMENT Effective Wind Area or Tributary Area in S uare Feet Height 10 20 30 40 50 60 Maximum 1.00 . 0.95 0.92 0.89 0.88 0.86 15 48.9 46.7 45.4 44.5 . 43.-B 43.2 20 - 51.3 49.0 47.6 46.7 45.9 45.3 25 53.2 50.8 49.4 48.4 .47.6 47.0 30 55.1 52.6 51.2 50.1 49.3 48.7 40 57.9 55.3 53.8 52.7 51.9 51.2 50 60.3 57.6 56.0 54.9 54.0 53.3 60 62.2 59.4 57.8 1 56.6 55.7 55.0 Interior Zone (4-Walls) Negative Pressures Exposure D For the 175 mph Wind-Zone WITH.6 ADJUSTMENT Effective Wind Area or, Tributary Area in S uare Feet Height 10 20 30 40 50 60 Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -53.1 -50.9 -49.6 48.7 -47.9 -47.4 20 -55.6 . -53.3 -52.0 -5110 -50.3 -49.7 25 -57.7 -55.3 -53.9 -52.9 -52.1 -51.5 30 ' -59.8 -57.3 -55.8 -54.8 -54.0 -53.3 40 • -62.9 -60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4 -62.7' -61.1 -60.0 -59.1 -58.4 60 -67.5 1 -64.7 1 -63.0 -61.9 -61.0 -60.2 Exterior Zones (5-Walls) Negative Pressures Ex osure D For.the- 175 mph Wind Zone WITH A ADJUSTMENT Effective Wind Area or, Tributa Area in S uare Feet Height 10 20 30 40 50 60 • Maximum -1.40 -1.29 -1.23 .-1.19 -1.15 -1.13 15 . -65.5 -61.1 -58.5 -56.7 -55.3 -54.1 20 -68.7 -64.1 -61.4 -59.4 -57.9 -56.7 .25 -71.2 -66.4 -63.6 -61.6 -60.1 -58.8 30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 -72:4 -69.3 -67.1 -65.5 -64.1 50 1 -80.8 -75.3 -72.1 -69.9 -68.1 -66. 60 -83.3 -77.7 -74.4 -72.1 -70.3 - Length of End Zone (a): 10% of least horizontal dimension or.4 h, whichever Is ll9 but not.less than 4%of least horizontal dimension or.3 ft. (h = mean roof hel t feef , s AN 8% REDUCTION OF LOADS SHOWN ABOVE MAYBE TAKEN FOR F T ROOFS. 6 MIAMI•D!�►DE MIAMI-DADS COUNTY . PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(-186)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mtamidadenovA erat T.M.Windows,L.L.C. 601 N.W. 12'd Ave. Pompano Beach,FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section 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 Section (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. PERA reserves the right to revoke this ice,if it is determined by Miami-Dade County Product Control Section 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"230"Outswing Aluminum Door w/wo sidelites APPROVAL DOCUMENT:Drawing No.W02-77 Rev C.,titled"230 Alum Outswing Door w/sidelites. sheets 1 through 7 of 7,prepared by Al-Farooq Corporation,dated 08-28»02 and last revised on APR 18,2012, signed and sealed by Javad Ahmad,P.E.,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 Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Exterior(positive)design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34-1/2"and the max sidelite width not to exceed 37-5/8". See lock options detail in sheet 7 of the Dwgs. 3. Min 3"OC spacing cluster anchors applies both at head&sill at meeting stiles&sidelite mullion end. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement:"Miami-Dade County Product Control Approval",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 daze 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&renews NOA#46-0327.02 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0308.35 nE Expiration Date:December 26,2017 • Approval Date: June 21,2012 {o` Page 1 T.M.Windows,L.L.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file##06-0327.02) 2. Drawing No.W02-77 Rev C.,titled"230 Alum Outswing Door-wlsidelites`%sheets 1 through 7-of 7, prepared by Al-Farooq Corporation,dated 08-28-02 and last revised on APR 18,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file##06-0327.02.) 1. Test report on 1)Air Infiltration Test,per FBC,.TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test per FBC,TAS 202-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24411*3.2.1'and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No-.FTL-5458,dated 02/15/08,signed and sealed by Carlos S.Rionda,P.E. along with marked-up drawings and installation diagram of aluminum outswing door,prepared by Fenestration Testing Laboratory,Inc.,3355,dated 01/29/02 and FTL-3355,dated 01/29/02, signed and sealed by Luis Figueredo,P.E.and Aldo P. Gonzales,P.E. ,respectively,(submitted under file#02-1016.09) 2 Additional referenced test report per TAS 202-94,Test Report No.Yn'2648,dtd 06/06/00 issued by Fenestration Test Lab,signed&sealed by Aldo P. Gonzales,P.E. C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC-2010,prepared by Al Farooq Corporation,dated 02/15/12,signed and sealed by Javad Ahmad,P.E. 2. Structural performance,comparative analysis and anchor verification calculations dated.Apr 24,2008,prepared by Al-Farooq Corporation,signed and sealed by late Dr.Humayoun Farooq,P.E.(Submitted under file##06-0327.02) 3. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 65/21/16. - F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,dated 01/24/12,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest,prepared by Al Farooq Corporation,dated 03-08-2008,signed and sealed by late Dr.Humayoun Farooq,P.E. (submitted under file#06-0327,02) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises&renews NOA##06-0327.02,expiring on 12/26/17. 2. Test proposal#07-3698 dated Nov 08,2007,issued by BCCO. �5 I . —'s6aq L Chanda,P.E. Product Control Examiner NOA No 12-0308.35 Expiration Date:December 26,2017 Approval Date: June 21,2012 . E-1 ANCHORS AT MTO. STILE ENDS ANCHORS A?MULLION ENDS 1, V (5)READ. FOR W000 MISTALLATIONS (8J REOD.FOR WOOD INSTALLATIONS ANCHORS AT MTO, STILE ENDS {2} REOD. FOR . FOR METAL INSTALLATIONS (4) REOD.FOR CONC./METAL INSTALLATIONS a REOD. FOR WOOD INSTALLATIONS 71 8/8° t49 3/8° 2 REDO, FOR CONC./METAL INSTALLATIONS N FRAME WIDTH FRAME WIDTH 0 SURFACE APPLIED 8° ,3°MAX. a°MAX. SURFACE APPLIED 3° 51" 3° 8` 13°MAX. a°MAX. FALSE MUNTINS FALSE MUNTINS F HEAD HEAD/SILL HEAD/Sill HEAD/SILL MAYBE USED a -., CORNERS MAY BE USED ' ` /{ CORNERS i 11 1 It I I I ` ~ I R� LOC DIMON11 oil g I DOPTIONx � IN-A!JNE j ACTIVE I{ IN-A!'NE ACTIVE iry II\ II\ / 2e a/a° 2e s/s° 33 3/8° 20 I/2° 25 1/2° 33 s/e° a L OPO. D.L.OPD. D.L.OPO. 34 %2° D.I_OPO. D.L.OPO. ° a P WIDTH PANEL WIDTH 34 , z° 3a /a , ,/a` / PANEL WIDTH P TH 1 1/4° 37 a/a° 71 s/a° 37 6/8° � SIDELITE WIDTH DOOR FRAME WIDTH SIDEUIE WIDTH ( xx ) ( oxxo ) puce m I I 1417 THESE DODRS ARE RATED FOR LARGE&SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED, taw c g ro ?m&—=230 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE G d`� ALUMINUM OUT—SING noon 3IDELITES REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS IBY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY WITH OR WITHOUT SIDELITES. TO TRANSFER LOADS TO THE STRUCTURE. mgr 6 AtiNAO g SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS FLAT PE'U SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. ` EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Q.hW.^J8S8 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE RESISTANCE IS REOUIRED SEE SHEET 2 FOR LIMITATIONS. NOT PART OF THIS APPROVAL (. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. tlmwing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEI-/METAL SCREWS,THAT W02-77 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECI70(J 2003,8.4. sJ,®et 1 of 7 3/18'HEAT STREN D GLASS .090 WTERIAYER SAFLEX 111G BY'SOLUTIA' 3/16°HEAT STREWD GLASS 3/18°HEAT STREWD GLASS 060 INTERLAYER Q ffi SAFLEX Ilia 8Y'SOLLru SILICONE TREMCREMCO 7REMGLAZE 900 3/16°HEAT STREN'D CLASS g GE ROS7700 $ SILICONE p: TREMCO TREIdGLAZE GS 9 500 GE F GCS7700 i4 ..•I L � 37 7/18° 76 1/4'MAX. 118 3/18"MAX. f19°MAX. �. 0.480" OVERALL LAM, GLASS 0.480°OVERALL LAM. GLASS GLAZING DETAIL G •d ING DET iL (DOOR LEAP) (SMELITE) (x) 4x0 (oxo) (xox) N C�x� 0 71 9/8°MAX. 110 11Y MAX. 149 3/8'MAX. 31 Max. R k o, S (Xx) xxo (oxxo) (o) Ox� Al I gym . NOTE: ms MAXIMUM DESIGN LOAD RATING o+ 80.0 PSF EGRESS REQUIRFRMENTS TO BE REVIEWED BY AHJ, (FOR SIZES SHORN ABOVE OR SMALLER) 90.0 PSF ` g End OD- 27 FOR INSTALLATIONS WHERE WATER INFILTRATION k PE VM2 bt RESISTANCE IS REQUIRED LIMIT EXTERIOR(+) LOADS AS FOLLOWS NOTE: 1 1-9/8°THRESHOLD = +93.3 PSF GLASS CAPACITIES ON THIS SHEET ARE 2-9/8'THRESHOLD = +80.0 PSF drawing no. 3-i/2'THRESHOLD = +,qg0 PSF BASED ON ASTM E1300-04 (3 SEC. GUSTS) -)gp PSF FLORIDA BUILDING COMMISSION i' WOZ-77 DECLARATORY STATEMENT DCA05-DEC-219 PR$$`2Q1�2'' $neat 2 of 7 TIPICk ANCHORS lay SEE ELEVATIONS EDGE. WOOD BUCK MEAL h FOR SPACING MIAMI—DARE COUNTY APPROVED 1 EDGE'01 ^ .d� QBL EDGE STRUCTURE MULLION&MULLION ANCHORS GIST. SEE SEPARATE NOA ZC Til EDGE DIST. O � � � I TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELhYATKONS SEE ELEVATIONS q a FOR SPACING FOR SPACING FOR SPACING FOR SPACING QQ''eD 11r MIN. MICAL ANCHORS: SEE ELEV. FOR SPA= 8; � 'FLUSH PENETRASION 1/4*OIAA ULTAeC BY 'ELCO' (Fu-177 KSI,Fy=186 KSI) .I WOOD BUCKS ANQ METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OPTI AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/4' MIN. PENETRATION INTO WOOD THRU 18Y SUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC, OR MASONRY I DIRECTLY INTO CONC. OR MASONRY rn I 1-1/4° MIN. EMBED INTO CONC, OR MASONRY m m 1/4" DIA. SELF DXUJNO SCR ENS (GRACE S CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/81 ��) INTO METAL STRUCTURES a STEEL : 1/8. THK. MIN. (Fy m 38 KSI MIN.) $FZ ALUMINUM : 1/8"THK. MIN. (8083-T5 MIN.) g m (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $pZ .• PfPLCAL EDGE DISTANC E ' ZCL GT INTO CONCRETE AND MASONRY - 2-1/2" MIN. �r INTO WOOD STRUCTURE - 1° MIN. 12�� I INTO METAL STRUCTURE m 3/4' MIN. r • CONCRETE AT HEAD,SILL OR JAMBS f e - 3000 P9 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm m 2000 PSI MIN. I'! 18 3 ROWS 3 REOD.FOR REOD.FOR A �rMR*may 8 ;. PTIO GABOVE 9 LOADS PSF T A�VE LOADS PSF 1/z'AWN. g8 SMS n '! AT 12°O.C. •.sms FLU SOLI AT 12°O.C. PENETRATION o l°J 07\\ DOOR DETAILS 98 I I 2 a ALT. I I m ALT. M L /8'x38° 2-1 4'FROM '< s ° d, i d' c .:.. ° v o SILL ENDS ..,`..r...:::. a',`o i:.: �• / hTA. M SILL ENOS DIET. .� ". .o ° ° ELL'VAnOt 'a' °ry TYPICAL ANCHORS TYPICAL ANCHORS I EDGE�. o-1 FOR SPACING . °° . SEE ELEVATIONS droWing nc. SEE ELEVATIONS I4 ED(OE Di'T' ml FOR SPRING + ,rt)/te'O FOR SPACING W02-77 4p.•A . �1 sheet 3 of 0 SHIM O SHIM STRUCTURE TYPICAL ANCHORS SEE eLEV. FOR SPACING ACTIVE LEAF TYPICAL ANCHORS v F FOR ZNO L9 EXTERIOR Q D.L.G. H LEAF WIDTH +CK W FRAME WIDTH �. WOOD BUCK AT I FLUSH LEAF' FLUSH BOLT AT ACTIVE LEAF 1/4°MAX. .. Dr� SHIM Bev 1Li +/4°MAX. © 3T O OR0 WOOD UCTURE 7 TYPICAL ANCHORS �• NOT READ. N SEE S ACING +B IN—ACTIVE LEAF Ji FOR B/0 DOORS ACTH LEAF z FOR SPACING WH Pd m so LESS a e s OR LESS �0pp. •:a L'u RT •'•` 4 +8 Ell B OPTIONAL EXTERIOR WIDTH EXTERIOR a TYPICAL ANISCOR3 >►�D.A1K7' y LEAF WIDTH Fo SPACING •°' .e�ib g+ HIFX+E ASSEMBLY LOCK OPTION #1 DOOR FRAME WIDTH MI ,� S: °Nis Q m V IN—ACTIVE LEAF ACTIVE LEAF • E�.JAVAO � •u v ' FLr ��ee7' drnwfng no. s+ BEE Nore Asare WO2-77 OPTION 02 APR '8Qi2 �ne� 4 of TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DI64. Q . r° as 1/40 . cl map— in Ju. SHIM ?' 3 b S 4: w 21 Q g g OPTIONAL O t ry 7WNGE LEAF WWTH' 1/4" z ASSEMBLY ,�3 g^ Z D_ 1 SIDELITE WIDTH NOR FRAME YNDTH o CL OVERALL FRAME WWTH Ii. I TYPICAL ANCHORS SEE ELEV. j, FOR SPACING to IMI not&�I^ C 3g I 1"ry ! EDOE DIET. TYPICAL drawing no. SEE ELEVATIONS FOR SPACING SIDELITE DETAILS WOZ-77 � t$ Q�Z sheet of 7 rt S 3.000 TTI'�M @ PART� QUANTITY OUMP71ON - MATBRW. MANF./9UPPWRR/REMARXS �� . Abe e,le5 1 TM-384 1 FRAME BEAD e083-1e - 2 OW 28818 1 FRAME SILL 8083-18 - I 2A OW 37319 1 ALT.FRAME SILL 8083-18 - eiF?0 11 0 .1 OW 37888 t P• 28 TM184 1 ALT.FRAME SILL BOB 3-10 - f0. ,�, CENTER HINGE 3 OW 38872 2 SIOEUTE FRAME 8083-16 - r" 3A TMI73 2 DOOR JAMB 8083-T8 - L848 4 OW 38048 1 PANEI.LOCK STOLE 8083-TS - a &125--�{I 4A TM172 1 ALT.PANEL LOCX STOLE 8083-TB - FRAME HEAD •123 5 tW7 39938 1 PANEL HINGE STILE 8083-TB - A TM-038 0248 B TM-081 2 PANEL TOP/BOTTOM RAIL 8083-TS 8,129 0.87E OW 37889-A 7 OW 31826 4 WEATHERSTRIP ADAPTER 8083-18 ENO OF DOOR snLE3(T0P/80TTOM) P.185 OUTER HINGE 8 OW 378894 2/HINGE ASSY. TM OUTER BUTT HINGE 8083-16 DOOR PANEL/FRAME HINGE SIDE Q I.OTe 9 OW 33W 1/MDE ASSY. TM CENTER BUTT HINGE 0083-Te DOOR PANEL/FRAME HINGE SIDE F P: �a HINGE PIN 10 GIN 3222'1 2 DOOR LOCK INSERT 8083-18 LOCK STILE 71 - 2/LEAF 3/4 x 1 1/4 x 3/4 x 1/8N THIL CAP ALUMO" 3°LONG t1 3.999 18 4037 AS FWQ'0. °ULTRAFAB°CENTERFW WOOLPILE WOOL I=9111M.JAMBS,HEAD.SILL. Tj L__J! L Age 1.843 3000 �3 3691 21 12/LFAF 1/Y00THW-40ED ROD.WASHER&NUT STEEL AT TOP/WTTOM END RAILSLY a 22 SERIES 400 1 K8IKSET KNOBLOCK AC17a LEAF L800 23 SERIES 800 1 KWIKSET DEADBOLT - ACTME LEAF 1 I.H.10 X 5/8N HINGE CAP 24 - 2/HINGE AM. HIND BUSHING PLASTIC HINGE ASSEMBLY SIDELFF£ FRAME DOOR JAMB SMS k70 X 5/8° 28 - 38 DUST PLUG(OPTIONAL) PL;j C DOOR JAMB INSTALL SCREW HOLES lJ GW 38872 ® TM175 H.SMS 28 AS READ. 810 x 1°P.N.SMS.(ASSY.SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS f.574 0 27 - 2/HINGE ASSY. HIN CAP PLASTIC HINGE ASSEMBLY M .750 II o EAOq 29 1 9W.ADAPTER(1N X 1°X 1/18°TUBE) ALVM J o —}' 30 1 SILL ADAPTER(1/2°X V X I/18N TUBE) ALUM - I,i ti 5 bBS 31 TM-078 1 L�STILE TIEINFORCEMENT 8083-T3 FULI.LENOTH 81 DOOR LOIN STILES 4 S `�` 3 I o I 7.689 34 TM 0844 2 MULUON am-TS BETWEEN DOOR/SIDE LITE JAMBS WEATHER-STRIP ADAPTER 3400 Ui °o I 38 8W 31888 4 .GLASS SLOP 8083-78 SIDE LATE GLAZING PERIM P m. OW-31826 Abe o 37 ow 38737 OPROMAI. 0.0.DECORATIVE MOULDING 808b-TB DOOR PANEL PERIMETER I Z .d I o EA00 37A TM-1884 OPTONAL D.C.DECORATNE MOULOING 8089-8 DOM PANEL PERIMETER � �3:i Ti j .673 II a.p .418 k17' 80 eAe6 t-I C. 0 —¢ DOOR TOP & BOTTOM RAIL .280 TM 087 HINGE ASSEMBLY 4.753 4 3.378 DECORATIW MOULDING 3' sea OW-36737 Obe .889 .187 L750 .790 ¢— to - ,750 1.780 E.04D 0 3000 .TES 3500 —p'k---- 4,000 �---^-4400 ® 30 m�ryry� DECORATIVE MOULDING DOOR HINGE STILE DOOR LEAF STILE ALT, DOOR LEAF STILE MULLION 8-e 'v7 TM-1884 I OW-36938 SILL ADAPTERS O ON 36M TMi72 TM-054A a m a 1.187 .500 4--� _ 1.187 Ile/IaQBa ,o Mo CML�A 1 813 pgE VAD �-- 5 462 2.500 2.995 1. OS4 pg � P 40 .640 Fu PE;'38-M m18fril m '.�. .685.429 T—I 068 _445 I �- � I t. , PYd2�'77 GLASS STOP STD, FRAME SILL ® ALT. 319 ILL O ALT. FRAME SILL $1 LOCK STILE REINFORCEMENT �'hi v, sheet of 7 OW-31956 GW-28615 u z 21 �Q FAME TOP CORNER SIDEUTE CORNER Li a M.. M fU SFeI ANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED T WITH WHITE COLORED SEALANT, SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. HIN(W 3Za /8°LONG ALUM BUTT HINGES,AT 11°FROM EACH END DOOR LEAF CORNE R WINE AT MIDSPAN OF LEAF. �I LOC OPTION &1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN 6N INTERIOR AT EACH ACTIVE LEAF LOCK STILE,41-1/2"OR 48" FROM BOTTOM 28 CONVENTIONAL LOOKSET WITH KNOB, KEY OPERATED ON o EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38".OR 39-1/2° FROM BOTTOM d1F1 MANUALLY OPERATED CONCEALED FLUSH BOLTS 129 AT TOP& BOTTOM OF EACH LEAF LOCK STILE i A. (4) AT OOUSLE(XX) DOORS, (2)AT SINGLE(X) DOORS OPTION 1� MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED 8 AT 34^1/2° FROM BOTTOM OF ACTIVE LEAF LOCK STILE cam u FASTENED WITH (2) #12-28 X 2-1/4°ON MS METALLIC STRIKE PLATE AT 34-1/2` FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH qgn JAVAO AMMD y (3) #10 X 1/2° FM SMS �F .,c 1 706Q4 t3 MANUALLY OPERATED CONCEALED FLUSH BOLTS CaN(,3938 " AT TOP &BOTTOM OF INACTIVE LEAF LOCK STILE "' OPERATORS AT 10-1/2"& 78-1/2°FROM BOTTOM , '•i r FASTENED WITH (2) #8-32 X 1/2°FH MS (F'LM BOLTS AT TOP&BOTTOM OF ACTIVE AND INACTIVE LMAFB FRAME BOTTOM.CORNER drowing no. TO BE LNGASM DUMO PMOOS OF HUaaME WARNINO) 1' 1�•;;•.•',: W02--77