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REV-17-1916BUILDING PERMIT APPLICATI ❑ BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 ON LINE PHONE NUMBER: (305) 762-4949 El PLUMBING ❑ MECHANICAL 0 ROOFING 'REVISION ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 5 NE `'i 4T" s`T a EET RECEIVED JUL 27 2017 im FBC 20M r Permit No.2._CA. FC:71 b Permit No. � tq. - I Cl 1 ❑ EXTENSION RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: County: Miami Dade Zip: 3313 $ NO FFE: OWNER: Name (Fee Simple Titleholder): t:)AR(Z ECIC€ -T Phone#: : °11-3— S73 — Address: 445 (E 147" STe eT City: VV /1-0 -11 i Sf-!o/ZE"5 State: ft— Zip: 331 3 $' Tenant/Lessee Name: Phone#: Email: r ' cxov do e ra-te . Com CONTRACTOR: Comps yName Address:XI'(k41/ City: Wi Qualifier Name: lfr State Certification or Registration #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ State: CA-icta,A Zip: Phone#: 56fr3-7���W W7-"( Certificate of Competency #: Type of Work: ❑ Addition Alteration Description of Work: aalgaineMagr N 0 Pc e:�nof'i ,:r. aiti'<: .. ,-1u4 ri;r,Ei :N 12i... City: Phone#: State: Zip: Square/Linear.Footage of Work: •♦, 1 • j •:,iii. n New: D'Repai?/Replace Fotz T'eo'fvT' cN'T (-L ( ❑ Demolition ( r 1 Y 1a yGYi: a- ni`�ria"/ii.•L. •'-1: Y�.1 '�. - �f .= w ' ♦;f(•:`,... kT 4 Ncify"' �1. n..,}i}e�' iy}.Si� ':i l�.`+4 -:, 0 •n�• 1-> Specolorof thru tile: •color ''o,•. �'Y Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $- Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ r1 ;�•; a �{ Bonding Company's Name (if applicable) c ne Bonding Company's Address City , . State Zip `Mortgage Lender's Name (if applicable) Mortgage Lender's Address f""" ..--•, r• 11 1 •1 rtfi..1 a!f"sk '''.,,,v'I.I " i ' -.-1 1 iq State s :11,li 1:i 1,I4tZp t 1 s ticj 1:-.„,..,...y 1.. . _�.- --- y 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT Signature CONTRACT The foregoing instrument was acknowledged before me this The foregoing instrument was ackno ledged before me this 11 day of —3—k) L , 20 (1 , by 2.5iN day of Jv1 ZOO0f4S'Z_ who is personally known to O11`(`c'A 11 , who iscpersonahnown as me or who has produced as identification and who did take an oath. NOTARY PUBLIC:\\ /I NOTARY PUBLI ,2011 ,by me or who has produced identification and who did take an oath. % k/ ttttt lillifl i -p:A. Sign: Print: Seal: APPROVED BY (Revised02/24/2014) v a 01ci' �.•. (4',...: O,.•a -\' ,' /,/����%1 * 936\* Nttt\\� \\a� 1111111 Sign: Print: Seal: Plans Examiner '1 : P ! 1, k y Puttee state of Florida . c. I My Commission FF 975296 ef pe Expires 05114/2020 Structural Review Zoning Clerk Florida $uilditig Code Online Pro essionat gu Ston BCIS Home ? Log In User Registration Hot Topics o THE Product Approval USER: Public User Page 1 of 2 r0644+ MUMr oaW •.f 5101.1 ;? )leoke i nor; Submit Surcharge q Stats & Facts Publications Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15001-R1 Revision 2014 Approved FBC arch P1. I(pr 14'gq • Signature Do 401 Priority Altoona, PA 1 (814) 949-2 dnix@signat Douglas Nixo dnix@signatL Exterior Doors - Swinging Exterior Door Assemblies •••• •• • • • • • • •r•• • •• • • • •• •• •• Evaluation Report from a Florida Registeied.4ctytect or a Licgnsed Florida Professional Engineer • • • • if.) Evaluation Report - Hardcopy Received • • • • • •• • Warren W. Schaefer PE -44135 National Accreditation & Management Institute 12/31/2017 Terrence E. Lunn, PE 6] Validation Checklist - Hardcopy Received FL15001 R1 COI Certification of indeperidence.odf Standard TAS -201 TAS -202 TAS -203 Year 1994 1994 1994 ••• • • • •• • • • • •• • ••• • • •• • RECEIVED JUL 2 7 2017 Florida Licensed Professional Engineer or Architect FL15001 R1 Equiv eouivalencv statement for door testino.udf 4-7 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPs... 7/17/2017 -in @02' 0 Ext 14 Miami Shcres Village edoor.com APPROVED BY 'I DATE 'EtS4P DEPT BLDG DEPT ' % � / • •• • •• SUBJECT TO CCMPLIM E WITH ALL1 EpEVAL - .• •• STATE AND CCUNTiY AlitiLAIND REGUI.AT1ONS . Exterior Doors - Swinging Exterior Door Assemblies •••• •• • • • • • • •r•• • •• • • • •• •• •• Evaluation Report from a Florida Registeied.4ctytect or a Licgnsed Florida Professional Engineer • • • • if.) Evaluation Report - Hardcopy Received • • • • • •• • Warren W. Schaefer PE -44135 National Accreditation & Management Institute 12/31/2017 Terrence E. Lunn, PE 6] Validation Checklist - Hardcopy Received FL15001 R1 COI Certification of indeperidence.odf Standard TAS -201 TAS -202 TAS -203 Year 1994 1994 1994 ••• • • • •• • • • • •• • ••• • • •• • RECEIVED JUL 2 7 2017 Florida Licensed Professional Engineer or Architect FL15001 R1 Equiv eouivalencv statement for door testino.udf 4-7 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPs... 7/17/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 01/19/2015 01/22/2015 01/25/2015 04/15/2015 Page 2 of 2 I8ack) !Next! • • •• •• • • • • • ••• • • • •• \J • • • • • • • • •• • • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 • • • • • • • The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida :: Privacv Statement :: pccessibilitl Statenknt :: Reflood Statement • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do ib}send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: CI Col 1E11 El Credit Card Safe scctla i1vatEFR(cs' htts://www.floridabuildin .or / r/ r_a dtl.as x? aram=wGEVX wtD uS73Fr2Z iPs... 7/17/2017 P g g P P PP_ P P Q q Y FL # Model, Number or Name Description 15001.1 1 3/4" Series Impact Rated In- Swing Doors In -Swing Wood Doors Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Door size, assembly, pressure and installation requirements are to be as specified in the attached drawing No. 1779. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This door system is rated as a wind zone 4 missile level "D" product. Installation Instructions 1:;115.01,,,,_R1 -,II L wing 17.19.,pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL15001 R1 AE Evaluation report WWS-201.odf Created by Independent Third Party: Yes 15001.2 Out -swing Wood'Doors 1 3/4" Series•Imp act,Rated..Out=1••• •Swing,Doors' Limits of -Use �.. """' Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes - •Impact Resistant: Yes Design Pressure: N/A Other: Door size, assembly, pressure and installation requirements are to be as specified in the attached drawing No. 1778. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This door system is rated as a wind zone 4 missile level "D" product. Installation Instructions--- ''',-...„. FL15001 R1 II Drawing 1778.pdf �-, Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports • • • • • • FL15001 R1 AE Evaluation r oorV/yv S-202.cfl • • Created by Independent Third Warty: ¥es ... • • • • • • , •----; y • •• •: , • ' • • • • •••lo a ._ I8ack) !Next! • • •• •• • • • • • ••• • • • •• \J • • • • • • • • •• • • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 • • • • • • • The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida :: Privacv Statement :: pccessibilitl Statenknt :: Reflood Statement • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do ib}send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: CI Col 1E11 El Credit Card Safe scctla i1vatEFR(cs' htts://www.floridabuildin .or / r/ r_a dtl.as x? aram=wGEVX wtD uS73Fr2Z iPs... 7/17/2017 P g g P P PP_ P P Q q Y W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 150th Court North Palm Beach Gardens, FL 33418 Phone (561)744-3424 ENGINEER'S EVALUATION REPORT #WWS-202 Prepared for: Signature Door, Inc. 401 Priority Street Altoona, PA 16602 Phone: 800-741-2265 Prepared by: Warren W. Schaefer, P.E. Florida Professional Engineer #44135 Manufacturer: Signature Door, Inc. Product Category: Doors Evaluation Method: 1-D (Engineer's evaluation) Product model & name: 8 Foot Wood Out -swing Impact Doors Documents that must accompany this report: 1. W. W. Schaefer Engineering & Consulting drawing No. 1778 Door size restrictions and assembly requirements: See drawing NO. 1778 Maximum allowable design pressure: See drawing NO. 1778 Installation requirements: See drawing No. 1778 Code compliance: Code section(s) considered with this evaluation: FBC Chapter 17 .• .. . . • •••• • • • ..• ••• • .. • •••• • • •••• • • .... .. . • • • • • ..• • . • • • • • .. ... • .. • • • • ••• • .. Wood Coatings: All wood members shall be of an approved durable species or be treated in an approved method with an approved preservative per applicable codes and standards. Glass: All glass meets the current ASTM E1300 standard. Mullions: Mullion conditions stated in this approval have been tested in accordance with TAS -201, 202 & 203 and meet the requirements of FBC. 1 Test Standards applicable to the testing of these doors: TAS -201, 202 & 203 (some units were tested to PA -201, 202 & 203 which are found to equivalent to TAS -201, 202 & 203) Test Laboratory: Hurricane Test Laboratory, Inc. (Currently Architectural Testing, Inc). Test report numbers: 0243-0605-01, 0243-0802-0, 0243-0929-01 & 0243-1013-03 General report notes & system limitations: 1. All size & installation conditions shown in this report and the referenced drawing No. 1778 are based off the referenced test reports and/or engineering analysis in accordance with the Florida Building Code. 2. Doors shall be constructed in accordance with the descriptions in this report, and the manufacturer's state approved quality assurance entity specifications. 3. This product is approved for use in & outside of the High Velocity Hurricane Zones (HVHZ). 4. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures (0.85 directionality factor may apply per the current ASCE 7 standard). 5. These doors are both small & large missile impact rated for use in wind zone 4 & missile level "D" locations and need not be shuttered. 6. When applicable, all safety glass requirements must be met per FBC. 7. When the ADA threshold is used, these door units are not approved for use where water • • infiltration resistance is required by the door. Unless units are installed :n non~habitable• • areas where the unit & the area are designed to accept water infiltration,.y;45.shall be • • •:• • installed only at locations protected by a canopy or overhang where -by Via owerhang(ob) • • ratio is equal to or more than 1.0 per FBC. ••••• • •• • • • • • • •...• •• .. uali Assurance En ' : •National Accreditation and Management Institute • . • .. • •' • • • . . • JAN 09 2015 • • .• • • ••• • • • ••• • 2 • • • •••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• • - • • •• •• • - • • • ••• • • - • .- • • • • . • - GENERAL NOW 1. 115 PRODUCT HAS BEEN TANI RD, ANALYZED & APPRD0 0 FOR DESON PRESSURES NOT TO E(CFED 71105E SHOWN IN THE "ADDWAELE DESIGN PRESSURE TABLE(S)". 2. OPENINGS, BUCI@1G & DUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCIIRE 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WTTH THESE DRAWINGS & SHALL NOT VARY MESS SPECIFICALLY MENTIONED ON THE OMWWG5. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FISH OR STUCCO. 4. TMS PRODUCT HAS BEEN DESIGNED 84 ACCORDANCE WRH AND MEETS THE REQUIREMENTS OF THE FLORIDA BOLTING COOS (FBC) INCLUDING NIGH VELOCITY HURRICANE ETES WIZ) & S LARGE 115581E IMPACT RATED. 5. IMPACT SHUTTERS ME NOT REWIRED NTH THS PRODUT. 6. ALL ANCHORS SECURING PRODUCT FRALIES TO PRESSURE TREATED BUCKS OR WOOD FRAMING 4411 BE CAPABLE OF RESISTING CORROSION CAUSED BT AHE PRESSURE TREATING OEMICAAS N THE WOOD. 7. DETERMNE THE MIRE & /SCARE DESIGN LOADS TO USE WHEN REFERENCING THESE 00000ENIS N ACCORDANCE WITH THE GOVERNING CODE AND 008(80 9IN0 VETDCI1?. FOR WINO LOAD CALCLRAATONS IN ACCORDANCE 170 THE FLORIDA BUILDING COOS, A DIRECTORATE( FACTOR OF KE - 11.85 WY BE uwLED PER THE ASCE-7 STANDARD. 6. ALGERIA/5, NCWONG BUT NOT UMIIED TO STEEL SCREWS, THAT CONE INTO CONTACT WIN OTHER DSSSRI8AR INTERNS SHALL MEET THE REQUIREMENTS OF FLORIDA BIDDING CODE. 6. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN S QUALITY ASSURED BY A SORSA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH 711E FBC AND THE FLORIDA DEPARTMENT 00 BUSINESS & PROFESSIONAL REGULATION SPELRIGTIOS. THESE DRAWINGS SHOW ILL APPIGABLE ELEVATION, C0MBN4(0N, INSTALLATION & CONPMATVE ANALY5)5 CONDITIONS AS 001081►ED THROUGH TESTING & ENGINEERING RATIONAL Nauss PRODUCT ASSELERY SHALL BE IN ACCORDANCE WIN MESE DRAWNG55, THE MANUFACTURER'S QUALITY ASSRMCE 5PE0FI'A1ION5 & TESTING REPORTS. 10. CERDFIGION OF TILS PRODUCT MALL BE CONSIDERED 9010 F R S INSTALLED WITHOUT A BULDNG PER810 FROM THE APPLICABLE LOCAL BURDDO NPMT11ENT MFRS INSTALLED SY ANYONE OTHER THAN -A UCOSED CONTRACTOR IOIPERIENCFD 8114 INSTALLATIONS OF THIS TYPE OF PR0014CT. 11. ALL WOOD MEMBERS OF THIS PRODUCT THAT MAY POSSIBLY COLE INTO CONTACT WITH 41ASONRY OR CONCRETE 008515ATE5. ARE SUBJECT TO LOISTURE 8/OR ME SUBJECT TO THE 04150E ENAARONMENT SHALL BE OF M APPROVED DURABLE SPECIES OR BE TREATED IN M PPPR0VE0 11ETHOD WITH M APPRO400 PRESERVATIVE PER FBC REDRREL1ENf5. N MFRNAIE ANCHOR/SUBSTRATE PIN11A710)1 NITIF• ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH 11406 APPLICABLE STANDARD(5) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. MOON OF 58 PRODUCT 6 BASED ON /PUDDLE SWARDS NI1/04 rawoA1108 & 90115 FRO14 /MUMBLE 1150 REPOms THE FI08B+ MONO 850E VERSION COI8EIED 1111 186 168.1ARIO1 WAS TIA1 N FORCE AT 1111 8111 OF TIE EWDIAII 8. N DE DENT OF BODE VERSION 0ANDESNPOAIES OR N THE EMIT THAT REIN OR 80011018.105T818 5 COMPLETED ON 186 PRODUCT. PRIOR 1O STATING NDE COLFLNICE 1111 THE SATE 115 MMAFACIUIER SNAIL CORM MIH HIE COLLATION ENGINEER OF RECORD TIN &ammo 8PEcwm 10RE-T1 6 CURRENT MN Al. CURRENT TESTING. COCEi NIO AMICABLE FASTENERS THROUGH STRIKE PLATE INTO SUBSTRATE WITH BUMPER SILL (5 WHEN INTO WOOD; (3 WHEN INTO CONCRETE). WHEN ADA SILL IS USED, THERE IS NO STRIKE PLATE AND ALL ANCHORS RUN THROUGH SILL ONLY INTO SUBSTRATE. 1 74 1/4" MAX. FRAME•WII)TH •(1) • • • • • 6' MAX. - •" M1E(. • • • • _ • 6• •Ate( • • • LOCK /25 3/4" / MAX. D.L.O. 6" MAX. (TYP.) ACTIVE TYP. FRAME SCREW OR MOUNTING CUP WHERE SHOWN AT HEAD & SILL SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. 5, • • Sf CORNEJ DERJLS glf SHEET 7. ••• • �� • • • • • • • • • • •• • INACTIVE \ HANDLE OP 1(1:'_:0513E/ 6 / / / / / 6" MAX. (TYP.) ( 8 1/2" • • FASTENZRS • •••THS STRIKE PLATE INTO SUBSTRATE (5 WHEN INTO WOOD; 3 WHEN INTO CONCRETE) SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. (PREDRILL C HOLES IN JAMB) 10 1 /16" FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) FRAME/CUP TO OPENING FASTENER TYPE FRAME SCREWS MIMMUA EMBED LOMEL EDGE DIST. MIN. 204 %000 FRAME OR BUCK (1184. GR. 3 & 0=0.55) N0. 10 5115 OR W000 SCREW 1 1/4" 3/4" MIN. 18 GA. 33 K9 METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1 2 DRILL SCREW ® 1 2' 8" MK 436 STEEL NO 10 GR. 5 SELF TAP 1116. 1/8" 180 6063-75 ALU N0. 10 GR. 5 SELF TM DRILL SCREW I®D® IN. C-90 CMU OR 2500 PSI CONCRETE 0) 1/4" CONCRETE SCREW 1 1/4" 2" HINGE & STRIKE SCREWS MIN. 224 W000 FRAME OR BUCK (MIN. GR 3 & 0-0.55) NO. 10 %TS OR WOOD SCREW MIN. 18 GA. 33 K9 METAL SND NO 10 GR. 5 SELF TAP IN. 1/8" 1116 A36 STEEL MIN 1/8" 11114 6063-15 ALUM. DRILL SCREY/ FULL 1/2' 11311111111051111 ®ME911 1�® N0. 10 GR 5 SELF TAP DRILL SCREW NO. 10 GR 5 SELF TAP DRILL SCREW (2) 111N. C-90 CMU 01 3/16" CONCRETE SCREW N. 2500 P51 CONCRETE 0) 3/16" CONCRETE SCREW 1 EXTERIOR ELEVATION DOUBLE OUTSWING DOOR SCALE: 3/4"=1'-0" HINGE SCREW INTO SUBSTRATE (2 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. ALLOWABLE DESIGN PRESSURE SEE LOAD TABLE ON SHEET 8 FRAME ANCHOR REQUIREMENTS TABLE CONED FRAME/CUP TO OPENING MINIMUM MNIMUM FASTENER TYPE EMBED EDGE DIST. OPENING TYPE (SUBSTRATE) NOTE: DOORS MAY BE FULLY GLAZED AS SHOWN, PARTIALLY PANELED OR FULLY PANELED. SEE SHEET 4 ELEVATION FOR PANELED DOORS. INSTALLATION MIN. 204 WOOD FRAME OR BUCK (MIN. GR. 3 & 640.55) cuP SCREWS NO. 8 SMS SCREW MIN. 18 GA. 33 04 METAL SND N0. 8 GR 5 SELF TAP/DRILL SCREW ®® 37 9/16" MAX. FRAME WIDTH (F.W.) SEE CORNER DETAILS ON SHEET 7 14" MAX. 0.C. (TYP.) EXTERIOR ELEVATION SINGLE OUTSWING DOOR SCALE: 3/4"=1'-0" NOTE: SINGLE DOOR SHOWN HAS THE 3 -POINT LOCK SYSTEMS. AN ALTERNATE LOCK MAY BE A SINGLE POINT BALDWIN 6021 MORTISE LOCK. IF THE MORTISE LOCK IS USED, ALLOWABLE DESIGN' PRESSURE SHALL BE THE LESSER OF +/-60`.•: PSF. OR THE LOADS IN THE LOAD TABLES. Gen LOCI( 46 HANDLE 6" MAX. 6" MAX. (TYP.) MIN. 1/8" 111K A36 STEEL N0. 8 GR. 5 SELF TAP/DRILL SCREW MIN. 1/8" THK 6063-T5 ALUM. 410. 8 GR. 5 SELF TAP/0641 SCREW FULL 1/2" (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE -FLED(, ITV RNASET/RED HEAD TMCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). (2) CMU IS APPUCABLE AT SIDES ONLY. HINGE REQUIREMENTS DOOR HEIGHT 6,-8" HINGES REQ'D 3 TALLER THAN 6'-8" (1) 3 HINGES REOU RED WTTH ALL HEIGHTS OF DOUBLE HALF ROUND & SINGLE QUARTER ROUND DOORS DROWN 8: WALL Trc N 0 O 6 O 0 O YHE0E DRAWINGS ARE 01 811 USED ONLY TO THE ENBL D Wn RA SPE/ 8 INSTALLATION NOT 9 USED FOR DUCT NOR W' �¢ FIR'1 E�8* MD/OR 1101))FOR11 ANY OTHER PRODUCT NOR AMY THEY BE USED FOR RATIONAL AND/DI LOCAL MPROML SHEET N0. OF ANY PRODUCT NOT PRODUCED BY THE MMUFACTIMER '� OF D STATED OH THESE DRAWINGS ( 7 /^ / TYR SCREW MOUNTING WHERE SEE ANCHOR REQUIREMENTS TABLE" SHEET /SCREW REQUIREMENTS. 25 MAX. FRAME OR CUP SHOWN. "FRAME ON THIS FOR 3/4" D.LO. 1 o \o O\o s cv 1 \ 36" V SEE CORNER DETAILS ON SHEET 7 14" MAX. 0.C. (TYP.) EXTERIOR ELEVATION SINGLE OUTSWING DOOR SCALE: 3/4"=1'-0" NOTE: SINGLE DOOR SHOWN HAS THE 3 -POINT LOCK SYSTEMS. AN ALTERNATE LOCK MAY BE A SINGLE POINT BALDWIN 6021 MORTISE LOCK. IF THE MORTISE LOCK IS USED, ALLOWABLE DESIGN' PRESSURE SHALL BE THE LESSER OF +/-60`.•: PSF. OR THE LOADS IN THE LOAD TABLES. Gen LOCI( 46 HANDLE 6" MAX. 6" MAX. (TYP.) MIN. 1/8" 111K A36 STEEL N0. 8 GR. 5 SELF TAP/DRILL SCREW MIN. 1/8" THK 6063-T5 ALUM. 410. 8 GR. 5 SELF TAP/0641 SCREW FULL 1/2" (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE -FLED(, ITV RNASET/RED HEAD TMCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). (2) CMU IS APPUCABLE AT SIDES ONLY. HINGE REQUIREMENTS DOOR HEIGHT 6,-8" HINGES REQ'D 3 TALLER THAN 6'-8" (1) 3 HINGES REOU RED WTTH ALL HEIGHTS OF DOUBLE HALF ROUND & SINGLE QUARTER ROUND DOORS DROWN 8: WALL Trc N 0 O 6 O 0 O YHE0E DRAWINGS ARE 01 811 USED ONLY TO THE ENBL D Wn RA SPE/ 8 INSTALLATION NOT 9 USED FOR DUCT NOR W' �¢ FIR'1 E�8* MD/OR 1101))FOR11 ANY OTHER PRODUCT NOR AMY THEY BE USED FOR RATIONAL AND/DI LOCAL MPROML SHEET N0. OF ANY PRODUCT NOT PRODUCED BY THE MMUFACTIMER '� OF D STATED OH THESE DRAWINGS • •••• • •• •• •• • • • • • • •• •• •• • • • • ••• • • •• •• • • • ••• • • • •••• •• • ••• . • •• • • •• • •• • • • . ••• F 74 1/4" MAX. FRAME WIDTH DIRECT SET WINDOW (SEE DRAWING NO. 1780 UNDER SEPERATE APPROVAL FOR DETAILS) NO. 10 SMS SCREWS PER WINDOW APPROVAL (LENGTH AS III REQ'D FOR 1 3/8" PENETRATION PENETRATION INTO BAR MULLION) INTO WOOD MUWON OR FULL III mm 6 EXTERIOR ELEVATION DOUBLE DOOR WITH TRANSOM SCALE: 3/4"=1'-0" SEE DOUBLE DOOR ELEVATION ON SHEET 1 FOR DETAIL NOT SHOWN • • • • • • • • •• ••• • ••• • ••• • • • • NICE SCiETVS • • • 74 1/4 MAX. FRAME WIDTH • PEN REOUTANGULAR • ODOR ELEVATION • • • • • 6" MAX. 1 I 6" MAX. • SHE 1 Q 2 FRAME Scot UNT PJG • • • • • CUPS EA. STDs OF41 4110 AS : • • SHOWN (TYP. E1 E11D).•SE • . • : • ANCHOR REQ. T4ABLB 0M SNEET• 1 • • • FOR SCREW•IAQUIRCMEflTS .• • • • — 3" - -0" 3. —3 TYP. FRAME SCREW OR MOUNTING CUP WITHIN 6" OF SPRING LINE & MAX. 16" 0.C. SEE "FRAME ANCHOR REQUIREMENTS w TABLE" ON SHEET 1 w o FOR SCREW DOOR HEAD JAMB REQUIREMENTS. ANCHORS PER DOOR ELEVATION ON SHEET 1 (LENGTH OF ANCHOR AS READ FOR 1 3/8" PENETRATION INTO WOOD MULLION OR a^ FULL PENETRATION INTO BAR MUWON) HINGE SCREW INTO SUBSTRATE (2 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. DAWN BY: Y.nx DECKED •: WAYS. xnr: OPE /3 e/3 /+1 8 4 SILL AND STR KE PLATE ANCHORS PER ELEVATION ON SHEET 1 EI SINGLE HALF SINGLE ROUND EYEBROW SINGLE SINGLE QWRIER RECTANGIAM ROUND DOUBLE HALF ROUND DOUBLE EYEBROW DOUBLE RECTANGULAR SHAPES CONSIDERED AS PART OF THIS APPROVAL SILL AND STRIKE PLATE ANCHORS EXTERIOR ELEVATION PER ELEVATION ON DOUBLE HALF ROUND Q00R SHEET 1 SCALE: 3/4"=1'-0" SEE DOUBLE DOOR ELEVATION ON SHEET 1 FOR DETAIL NOT SHOWN NOTE: DOORS MAY BE FULLY GLAZED AS SHOWN, PARTIALLY PANELED OR FULLY PANELED. SEE SHEET 4 ELEVATION FOR PANELED DOORS. DRAWRJGU ka Y N0. 14' REV. A 10 __, 5 NO. 10 SCREWS THROUGH STRIKE / PLATE INTO MULLION. / 1 \ OZ I I/ ID win. u.L.v. II / 1 (PREDRILL HOLES IN JAMB). SCREWS SHALL HAVE FULL PENETRATION INTO BAR MULLION & MIN. 1 3/8" INTO WOOD MU / ON. # ACTIVE 25 3/4" — MAX. D.LO. \ \ \ \ \ \ n -. n d� i1 ®413 STRIKE PLATE INACTIVE 36% / \ \ \ \ / / / / ®®® STRIKE / PLATE \ \ / \ EXTERIOR ELEVATION DOUBLE DOOR WITH TRANSOM SCALE: 3/4"=1'-0" SEE DOUBLE DOOR ELEVATION ON SHEET 1 FOR DETAIL NOT SHOWN • • • • • • • • •• ••• • ••• • ••• • • • • NICE SCiETVS • • • 74 1/4 MAX. FRAME WIDTH • PEN REOUTANGULAR • ODOR ELEVATION • • • • • 6" MAX. 1 I 6" MAX. • SHE 1 Q 2 FRAME Scot UNT PJG • • • • • CUPS EA. STDs OF41 4110 AS : • • SHOWN (TYP. E1 E11D).•SE • . • : • ANCHOR REQ. T4ABLB 0M SNEET• 1 • • • FOR SCREW•IAQUIRCMEflTS .• • • • — 3" - -0" 3. —3 TYP. FRAME SCREW OR MOUNTING CUP WITHIN 6" OF SPRING LINE & MAX. 16" 0.C. SEE "FRAME ANCHOR REQUIREMENTS w TABLE" ON SHEET 1 w o FOR SCREW DOOR HEAD JAMB REQUIREMENTS. ANCHORS PER DOOR ELEVATION ON SHEET 1 (LENGTH OF ANCHOR AS READ FOR 1 3/8" PENETRATION INTO WOOD MULLION OR a^ FULL PENETRATION INTO BAR MUWON) HINGE SCREW INTO SUBSTRATE (2 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS. DAWN BY: Y.nx DECKED •: WAYS. xnr: OPE /3 e/3 /+1 8 4 SILL AND STR KE PLATE ANCHORS PER ELEVATION ON SHEET 1 EI SINGLE HALF SINGLE ROUND EYEBROW SINGLE SINGLE QWRIER RECTANGIAM ROUND DOUBLE HALF ROUND DOUBLE EYEBROW DOUBLE RECTANGULAR SHAPES CONSIDERED AS PART OF THIS APPROVAL SILL AND STRIKE PLATE ANCHORS EXTERIOR ELEVATION PER ELEVATION ON DOUBLE HALF ROUND Q00R SHEET 1 SCALE: 3/4"=1'-0" SEE DOUBLE DOOR ELEVATION ON SHEET 1 FOR DETAIL NOT SHOWN NOTE: DOORS MAY BE FULLY GLAZED AS SHOWN, PARTIALLY PANELED OR FULLY PANELED. SEE SHEET 4 ELEVATION FOR PANELED DOORS. DRAWRJGU ka Y N0. 14' REV. A 10 • • ••• • • • ••• •• •• • • • •• •• • •• • • • •• • •• • • • •• • • •• • ••• •• • •• • •• •• • • • • • • • • ••• • •• • ••• 6" MAX. (TYP.) 97 5/16" MAX. FRAME HEIGHT 82 11/16" MAX. D.L.O. 14" MAX. O.C. (TYP.) I 6" MAX. (TYP.) 1. 37 1/4" MAX. FRAME WIDTH • ••• • • • • • • • • • • 74 1/4" MAX. FRAM? 4I/DT • 6" JAMB & STRIKE ANCHORS PER RECTANGULAR DOOR ELEVATION ON SHEEI 1 / / / ACTIVE 1 MUWON SILL AND STRIKE PLATE ANCHORS PER ELEVATION ON SHEET 1 X 25 3/4" \ MAX. D.LO. • ••• • ••• • • • •♦ • • • • • • • • • • •!! �7 1:4" MAX. • • I • •FRAME WIDTH STRIKE PLATE 4 INACTIVE X 2 •• • • • •• • • TYP. FRAME SCREW OR MOUNTING CLIP WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. 0 D6 H 6 2 LONG SCREWS PER HINGE INTO MULLION (REF. SECTIONS) EXTERIOR ELEVATION MULTIPLE OPERABLE/FIXED UNIT SCALE: 3/4"=1'-0" (FOR ANY DETAIL NOT SHOWN, SEE ELEVATION ON SHEET 1) NOTE•OXXO DOOR SHOWN. ALL OTHER 4 -PANEL CONFIGURATIONS OF SINGLE/DOUBLE DOORS & SIDEUGHTS ALSO APPLY. MUWON NOTE: DOORS MAY BE FULLY GLAZED AS SHOWN, PARTIALLY PANELED OR FULLY PANELED. SEE SHEET 4 ELEVATION FOR PANELED DOORS. 0 6" MAX. (TYP.) 6" MAX. (TYP.) 14" MAX. O.C. (TYP.) 6" MAX. (TYP.) BY PRY OVCKED PRS PLOT: 1.113 aye 10/31/11 tl 4 gLy,,8 N N dao, W .4- cc RE6‘, Uo 01 Z CO EVD=eX wa r� Z FFi u 0� no N N 45 CERTIFICATION REV. A DRAWING NO. 1778 SHEET NO. 3 OF 10 / FRAME WITHIN ENDS O.C. (REF. SECTIONS) 28 SCREWS 6" OF & MAX. 14" 3/4" MAX. D.L.O. 0 —ir TYP. FRAME f OR MOUNTING RE "FRAME ANCHOR ANCHOR REQUIREMENTS TABLE" ON FOR SCREW REQUIREMENTS. 4 SCREW CUP O. SEE SHEET 1 // y � I • ••• • • • • • • • • • • 74 1/4" MAX. FRAM? 4I/DT • 6" JAMB & STRIKE ANCHORS PER RECTANGULAR DOOR ELEVATION ON SHEEI 1 / / / ACTIVE 1 MUWON SILL AND STRIKE PLATE ANCHORS PER ELEVATION ON SHEET 1 X 25 3/4" \ MAX. D.LO. • ••• • ••• • • • •♦ • • • • • • • • • • •!! �7 1:4" MAX. • • I • •FRAME WIDTH STRIKE PLATE 4 INACTIVE X 2 •• • • • •• • • TYP. FRAME SCREW OR MOUNTING CLIP WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. 0 D6 H 6 2 LONG SCREWS PER HINGE INTO MULLION (REF. SECTIONS) EXTERIOR ELEVATION MULTIPLE OPERABLE/FIXED UNIT SCALE: 3/4"=1'-0" (FOR ANY DETAIL NOT SHOWN, SEE ELEVATION ON SHEET 1) NOTE•OXXO DOOR SHOWN. ALL OTHER 4 -PANEL CONFIGURATIONS OF SINGLE/DOUBLE DOORS & SIDEUGHTS ALSO APPLY. MUWON NOTE: DOORS MAY BE FULLY GLAZED AS SHOWN, PARTIALLY PANELED OR FULLY PANELED. SEE SHEET 4 ELEVATION FOR PANELED DOORS. 0 6" MAX. (TYP.) 6" MAX. (TYP.) 14" MAX. O.C. (TYP.) 6" MAX. (TYP.) BY PRY OVCKED PRS PLOT: 1.113 aye 10/31/11 tl 4 gLy,,8 N N dao, W .4- cc RE6‘, Uo 01 Z CO EVD=eX wa r� Z FFi u 0� no N N 45 CERTIFICATION REV. A DRAWING NO. 1778 SHEET NO. 3 OF 10 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • •• • ••• • • • • • •• • • •• •• • • • • ••• • • • • ••• SEE CORNER DETAILS ON SHEET 7 37 1/4" MAX. FRAME WIDTH 10 '1 — • TYP. FRAME OR MOUNTING WHERE SHOWN. FRAME ANCHOR REQUIREMENTS TABLE" ON FOR SCREW REQUIREMENTS. 28 SCREW CLIP SEE SHEET 1 - 3/4" MAX. D.L.O. OPPOSITE H I 6" MAX. (TYP.) 6" MAX. (TYP.) EXTERIOR ELEVATION SINGLE FIXED PANEL SCALE: 3/4"=1'-0" 35 11/16" MAX. PANEL SIZE NOT TO EXCEED THOSE SHOWN IN OTHER ELEVATIONS. SEE CORNER) eX DETAILS ON SHEET 7 i 4 MIN. 3' MID RAILS i • EXTERIOR ELEVATION SOLID RAISED PANEL WFH STANDARD MID RAILS SCALE: 3/4"=1'-0" • ••• • ••• • ••• • • • • • • •• • • • • • • • •35.11/16" MAX .• •1 • ••35 11,16" MAX. • • • • •I • • • • ••• • ••• • •• • •• • ••• • • PAL �IZE•Na • T EXCEED•THOSt SHOWN IN OTHER ELEVATIONS. MIN. 4.5" 0 SEE CORNER DETAILS ON SHEET 7 MID RAILS •• • • • • • • • • 1 •• ••( • • Pagtte� SIZE NOT • • • TO *EXCEED THOSE SHOWN IN OTHER ELEVATIONS. MIN. 3" MID RAILS SEE CORNER DETAILS ON SHEET 7 EXTERIOR ELEVATION EXTERIOR ELEVATION SOLID RAISED PANEL WITH SOLID RAISED PANEL WITH CORNERED MID RAILS ARCHED/SHAPED MID RAILS SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 1) TOP & MID RAILS MAY BE OF ANY CONFIGURATION PROVIDING THE SMALLEST CROSS SECTION OF RAILS IS EQUAL TO OR LARGER THAN THAT DETAILED IN DRAWINGS. 2) MULTIPLE MID RAIL (BOTH HORIZONTAL & VERTICAL) MAY BE USED WITH THESE PANELS. 3) PARTIAL PANEL CONDITION IS SHOWN ABOVE. FULL PANEL DOORS AND OTHER PANEL CONFIGURATIONS ARE ALSO PART OF THIS APPROVAL AND ARE SIMILAR IN CONSTRUCTION TO THAT SHOWN ABOVE. 4) PANEL ONLY IS SHOWN. FOR INSTALLATION INTO FRAME, SEE OTHER ELEVATIONS. 35 11/16" MAX. DRAWN 6T: lRY PLOT: 1-16 DAM 10/31/11 EXTERIOR ELEVATION RAISED PANEL WITH GLASS GLAZED TO PANEL SCALE: 3/4"=1'-0" 1) DAY LIGHT OPENING IN PANEL DOOR MAY BE OF ANY CONFIGURATION. 2) FULL LIGHT & OVAL CONDITION IS SHOWN. PARTIAL LIGHT & OTHER LIGHT CONFIGURATIONS ARE ALSO APPLICABLE`,:0 PROVIDING PANEL CONDITIONS ARE .WIT'* WHAT IS SPECIFIED IN THESE DRAWJNGS:,- 3) PANEL ONLY IS SHOWN. FOR INSTALLATION INTO FRAME, SEE 9 ELEVATIONS. 8 8 4 DRAWING TITLE - - 8 FOOT WOOD OUTSWING IMPACT DOORS "ONAWIN.G,.NO:/ X17/'8.o. R�• 4 or 10 • • ••• • • • ••• • • • • • • • • • • • • • • • •• •• •• • • • • • • •• ••• • • • • • • • • •• • • • • • 000 • • • • .•. SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SEALANT BY OTHERS / FRAME SCREW PER ELEVATION (MUST BE PLACED AT THICK SECTION OF FRAME) ma_ 1�i1-t cite, 1/4" MAX. SHIM AT EACH ANCHOR IEXTERIOR I 4IIP SEE GLAZING DETAILS ON SHEET 8 FRAME HEIGHT SEALANT BY OTHERS SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SECTION O SCALE: 1/2 FULL 5 (STANDARD BUMPER THRESHOLD CONDITION SHOWN. SEE OTHER DETAILS ON SHEET 7 FOR ADA & OTHER BUMPER THRESHOLD OPTION.) BOSS GS -2 OR DOW 995 SILICONE SEALANT • ••• • ••• SUBSTRATE BY OTHERS PERFRAME SCREW PER ELEVATION• SUBS.iRAjE 1IIER$ AER • "FRAME ANCHOR REQUIREMENTS (MUST BE PLACED AT THI:K • ORAME ANCHORREQJT EMEFIITS TABLE" SECTION OF FRAME) •'FABLE" • • • • • •••.: !•• • ••• FRAME. SCREW PER ELE' 11ON • STRIKE SCREWS PER ELEVATION 1/4" MAXI— SHIM OR GROUT FRAME/SILL SCREW PER ELEVATION 1/4" MAX. • • SHIM AT• • ::s EACH ANCHOR t • • i'•.: • • • • SEALANT BY OTHERS • •S_AIIANT••BY 0TH S / \ - SEE GLAZING I EXTERIOR I DETAILS ON 4II» SHEET 8 tOril 4iiV) SEALANT BY OTHERS BOSS GS -2 OR DOW 995 SILICONE SEALANT SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" STRIKE SCREWS PER ELEVATION SECTION O SCALE: 1/2 FULL 5 (FOR DETAIL NOT SHOWN, SEE SECTION A/5) 1/4" MAX. SHIM OR GROUT FRAME/SILL SCREW PER ELEVATION 1 EXTERIOR 1110 BOSS401 BOGS-2 OR DOW 995 SILICONE SEALANT Witt i 1/4" MAX. i SHIM OR GROUT O5 FRAME/SILL SCREW PER ELEVATION SEALANT BY OTHERS 1/4" MAX. SHIM AT EACH ANCHOR BOSS GS -2 OR DOW 995 SILICONE SEALANT SEE GLAZING DEVILS ON SHEET 8 FRAME HEIGHT BOSS GS -2 OR DOW 995 SILICONE SEALANT SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SECTION SCALE: 1/2 FULL DRAWN m: PRY. CHECKED LLP. r.Ws PLOT: DATE 10/3,111 3 4 FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 7 FOR DIRECT MOUNT & MOUNTING CLIP DETAILS. 0 0 Dfi3VRWNO. 1778 REV. A SHEET NO. 5 o 10 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• ••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• 1/4" MAX. SHIM AT EACH HINGE SCREW FRAME WIDTH SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" HINGE SCREW PER ELEVATION FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 7 FOR DIRECT MOUNT & MOUNTING CUP DETAILS. SEE GLAZING DETAILS ON SHEET 8 rEXTERIORI TrOf Ir, TRANSOM WINDOW (REF. OTHER ..{- APPROVAL) ••• •i •� • • \ • 1 3/4" SEE GLAZING DETAILS ON SHEET 8 SEALANT BY SECTION O OTHERS SCALE: 1/2 FULL li FRAME WIDTH -- --i EXTERIOR 1/4" MAX. SHIM AT EACH ANCHOR 00 m ,J I lli.._ ` lir SECTION F Al 1/2 FULL 6 NOTE: SHOWN WITH MULTI -POINT LOCK HARDWARE. SINGLE POINT MORTISE LOCK ALSO MAY BE USED AT SINGLE DOORS PER SHEET 1. IEXTERIOR I FRAME SCREW PER ELEVATION (MAY BE PLACED AT THIN OR THICK SECTION OF FRAME) SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" • • ••• BOSS GS -2 SECTION E OR DOW 995 SCALE: 1/2 FULL O SILICONE SEALANT NO. 10 X 1 3/4" SCREW PER ELEVATION 1/4" MAX. SHIM AT EACH ANCHOR FRAME SCREW PER ELEVATION I-- FRAME WIDTH SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" BOSS GS -2 OR DOW 995 SILICONE SEALANT SEE GLAZING DETAILS ON SHEET 8 SEALANT BY OTHERS EXTERIOR SECTION SCALE 1/2 FULL FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS NO. 10 X 2 1/2" SCREW PER ELEVATION SEE GLAZING DETAILS ON SHEEP 8 IEXTERIORI SECTION SCALE: 1/2 FULL t� FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS TRANSOM WINDOW IEXTERIORI! I ^I I (REF. OTHER � N APPROVAL) r---- it::I� ;.: SEALANT BY OTHERS SECTION EXTERIOR SCALE: 1/2 FULL SECTION SCALE: 1/2 FULL t� FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS EXTERIOR 1-1/4" SECTION FRAME ANCHOR (SEE ELEVATION) SCALE: 1/2 FULL FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS DIIA121180 11.0.12. Oe000 8.: MINS. PLOT: 1010 1.2 10/11/11 9 D WINO TITLE - - 8 FOOT WOOD OUTSWING IMPACT DOORS UjjN �00 e"- ac—g, ce ,2 4. 1 RKo-k �o- ORAYANG N0. 1778 SHEET NO. REV. A 6 OF 10 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• • • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• SEE GLAZING DETAILS ON ,SHEET 8II CDT 4111 �1 4:11 r) IEXTERIOR I SEE GLAZING DETAILS ON SHEET 8 \ SECTION SCALE: 1/2 FULL O SEE GLAZING SEE GLAZING DETAILS ON DETAILS ON SHEET 8 SHEEP 8 141111P N ink_ N AUDI \ 4./ N. / IEXTERIOR I 1 0 x FRANCE/SILL SUBSTRATE BY OTHERS SCREW PER PER "FRAME ANCHOR ELEVATION REQUIREMENTS TABLE" OPTIONAL ADA THRESHOLD DETAIL FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS IEXTERIORI SECTION SCALE: 1/2 FULL 7 CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). NOM WHEN THE ADA THRESHOLD 5 USED. THE DOOR UNITS ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE 5 REQUIRED BY THE DOOR UNLESS THE UNITS ARE INSTALLED IN NON—HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER WFILTRAT1ON OR THE UNRS ARE INSTALLED AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG WHERE—BY THE OVERHANC(OH) RATIO IS EQUAL TO OR MORE THAN 1.0 PER IBC. IEXTERIOR I SEALANT BY OTHERS OPTIONAL SILL FASTENER LOCATION r ---k- i-iikiillil a�iM� a 1'I' I FRAME/SILL U '- SUBSTRATE BY OTHERS SCREW PER PER "FRAME ANCHOR ELEVATION REQUIREMENTS TABLE" OPTIONAL BUMPER THRESHOLD DETAIL FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS 1/4" MAX. SHIM OR GROUT • ••• • ••• • ••• • •• 33N6.610XZ~ • SCREt • 4111110111 • • • BOSS G5-2 OR • • DOW 995 SILICONE SEALANT • • HEAD OOR�!E�t •DETAIL ° • •• • • • ••'O1'TO: SCIi• •• • • • • _ • • BOSS GS -2 OR DOW 995 SILICONE SEALANT •• • • • • •• •• BOSS GS -2 OR DOW 995 SILICONE SEALANT 2 NO. 10 X 2" SCREWS STANDARD SILL CORNER DETAIL NOT TO SCALE 7SUBSTRATE BY OTHERS PER "FRAME ANCHOR _REQUIREMENTS TABLE" SEALANT BY OTHERS I EXTERIOR I 2 NO. 8 X 1 1/4" SMS ADA SILL CORNER DETAIL NOT TO SCALE FRAME SCREW PER ELEVATION, SECTIONS & "FRAME ANCHOR REQUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" NO. 8 X 3/4" SMS (3 PER CLIP) EXTERIOR NO. 8 X 1 1/2" SMS (2 PER CLIP; 1 EACH SIDE OF BUCK) 1/4" MAX. F SHIM OPTIONAL CUP MOUNT DETAIL FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR) 3/4" 3/4" 3/4" 2 1/2" 3" 3" -r— MID RAIL MID RAIL 5/8" DIA. X 3 5/8" WOOD DOWEL (TYP.) .E7/8" 1111 4 1/2" MID RAIL 2 1/2" 2 1/2" 1"3— PANEL CORNER DETAILS NOT TO SCALE ALL DOWEL AND WOOD TO WOOD CONTACT SURFACES ARE FULLY GLUED WITH WOOD ADHESIVE BY JOWAT ADHESIVES, KORLOCK GT 42-300A OR TITEBOND II 8Y WEATHERPROOF. C-=3 C--3 C==3 TOP RAIL 4 1/2" MID RAIL BOTTOM RAIL MRY. CHECKED DIt MaYS. FIDt1.2 DAM 'a,ry, 8 2 DRAWING NO. 1778 REAV. SHEET NO. 7 of 10 • •••• • •• •• • • • • • • • • • • • • • •• •••• • •• •• • •• • •• ••• • • • •••• •• • ••• . • •• • • • • • • • • . ••• ALLOWABLE DESIGN PRESSURE (ALL GLASS OPTIONS) (1)(2) +65/-80 PSF (ALL DOOR SIZES) (1) POSITIVE PRESSURE NOTE: DOORS ARE APPROVED FOR WATER INFILTRATION RESISTANCE WHEN THE BUMPER THRESHOLDS (ITEMS 29 & 31) ARE USED. WHEN THE "ADA" THRESHOLD IS USED, THESE DOORS ARE NOT APPROVED FOR WATER INFILTRATION RESISTANCE UNLESS THE UNITS ARE INSTALLED IN A NON -HABITABLE AREA WHERE THE UNIT AND THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION. OTHERWISE, THE DOORS MUST BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF THE CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES. (2) WHEN A SINGLE POINT MORTISE LOCK IS USED, THE ALLOWABLE DESIGN PRESSURE SHALL BE LIMITED TO THE LESSER OF +/-60 PSF OR THE APPLICABLE LOAD IN THE LOAD TABLE. 3/4" MIN. WITH WOOD PANELS; 1 1/4" MIN. WITH MDF PANELS 3/8" MIN. WITH WOOD PANELS; 5/8" MIN. WITH MDF PANELS BOSS GS1 OR DOW 995 SILICONE I EXTERIOR I 7/8" MIN. BITE 15/16" 7/16" LAMINATED GLASS BRASS OR ZINC I PANEL PRESSED ON SWIGGLE FOR HOLD (SEE GLASS OPTIONS BELOW) DECORATIVE 1/4" GLAZING HOL;-I ®m i ES 7/8" MIN. BRE EXTERIOR , 1/8" TEMPERED GLASS 3/8" CONTINUOUS SWIGGLE SEAL BY TRUSEAL 1/2" MIN. BITE OW 995 SILICONE ADHERE STOP TO ST1LE/RAIL WITH WOOD GLUE GLAZING DETAIL "1" SCALE: 1/2 FULL 00000 •• • • • • • • 7/116: LAMINAT`D GLASS (S!E GLASS OP?ION i BELOW) 16/19 LAMINATED GLASS • • • • (SEE•GLAS: OPTIONS :EIOW) • •• EXTERIOR IEXTERIORI 7. p6# 99; S JC0NC • • • • • / �.,� BITE �� I 1• • • • • • •• • •• • GLAZING DETAIL "2" SCALE: 1/2 FULL 7/16" LAMINATED GLASS (SEE GLASS OPTIONS ON THIS SHEET) L • •• 1/2" 1101 MIN. s BITE • CCD DOW 995 SILICONE 15/16" LAMINATED GLASS OPTIONS OPTION 1: 7/16" THICK GLASSLAM SAFETY PLUS II LAMINATED GLASS (3/16" AN/0.1" POLYURETHANE POLYMER/3/16" AN) OPTION 2: 7/16" THICK LAMINATED GLASS (3/16" AN/0.075" EASTMAN CHEM. CO. SAFLEX CP/3/16" AN) OPTION 3: 7/16" THICK LAMINATED GLASS (3/16" AN/0.09" DUPONT SG/3/16" AN) BRASS OR ZINC DECORATIVE PANEL PRESSED ON SWIGGLE FOR HOLD 7/8" MIN. BITE EXTERIOR DRAW BY: "A" CMECKED Et CATE 1 /51m 5 GLAZING DETAIL "3" SCALE: 1/2 FULL 1/8" TEMPERED GLASS 3/8' CONTINUOUS SWIGGLE SEAL BY TRUSEAL 1/2" MIN. BITE DOW 995 SIUCONE EASTERN WHITE PINE PANELS 1 3/16" MIN. 1 OR OTHER GLAZING DETAIL "4" APPROVED SCALE: 1/2 FULL WOOD PER NOTE BELOW MATERIAL UST. 0.009 PT SECURED WITH RANDOM BEADS OF BOSS GS1 OR DOW 995 SILICONE OPTION 1: MDF (MEDIUM DENSITY FIBERBOARD) PANELS OPTION 2: EASTERN WHITE PINE PANELS OR OTHER APPROVED WOOD PER NOTE BELOW MATERIAL UST 3/4" MIN. WITH WOOD PANELS; 1 1/4" MIN. WITH MDF PANELS I 3/8" MIN. WITH WOOD PANELS; 5/8" MIN. WITH MDF PANELS 1/4" STAPLES THROUGH GLAZING FIN INTO JAMB (1 ROW AT 1" O.C.) 00400 BOSS GS1 OR DOW �® �,� ;� 995 SILICONE �i l�eie II II 1/2" MIN. BITE BOSS GS1 OR DOW 995 SIUCONE 1 EXTERIOR' 1/2" MIN. GLAZING DETAIL "6" SCALE: 1/2 FULL IEXTERIORI 1/2" MIN. GLAZING DETAIL "7" SCALE 1/2 FULL EASTERN WHITE PINE PANELS OR OTHER APPROVED WOOD PER NOTE BELOW MATERIAL UST. 0 0 0 0 0 0.009 PT SECURED WITH RANDOM BEADS OF BOSS GS1 OR DOW 995 SILICONE. EXTEND 1/2" UNDER STOP AND SECURE TO JAMB WITH SILICONE. 3/16"f I:3/4"-jI 1 3/4" GLAZING DETAIL "8" co z L> U DRAWING N0. 1778 EV. A SHEET NO. 8 or 10 4.562 -0.750 TI I 1.249 L 0.500 I--- 2.441-.1 O2 OPERABLE DOOR JAMB 0.375 1- 4.500 MIN. 4.562 - 0.750 1.249 L 0.500 I---- 2.441---I °FIXED PANEL & ADA DOOR JAMB 2.500 MIN. STANDARD (1.500 MIN. FOR SIDELIGHT FRAME r WIDTHS 33 1/2" & LESS) 2 187 0.750 1.680 11 5A FIXED PANEL 1 00 MIN. STANDARD (1.500 MIN. FOR SIDELIGHT FRAME WIDTHS 33 1/2" & LESS) L 1.680 L 0.619 I- r 58 TDL FIXED PANEL STILE 0.943 0.875 1.875 43.750 1.875 2.000 ©ASTRAGAL 1.195 1.412 0.479 0.410 0.579 11 GLAZING BEAD 0.619 I� 0.437 L 1.680 L 1 STANDARD HINGE & LOCK STILE 4.500 MIN. ---I 4.500 MIN. 1.687 3A STANDARD OTPRAIL 0.619 H68 jjr 1.6''80 1.404 0.293 --I H 7B TDL HINGE & LOCK STILE 0.761 0.715 0.439 GLAZING BEAD (USED WITH EYEBROW SHAPED RAILS) 1.34�I \I 14 GLAZING BEAD 15 GLAZING BEAD/-2\. GLAZING BEAD 0.375 10.000 01/8" (TVP.) GLAZING BEAD 1.L L • • •.• • a • •• • • • • • • • •. •• •• • • • ••• • . • . • •.•. •• • •••• •• •• • •• • • • • • •• • • • ••• • • .. • • • • • • • • • • • • • • • • • • • • 1.V7 4-1: • 14.500 •• • 0.619 36 TDL TOP RAIL • ••• •• • • • • • • • • • • • • • • •• ••• • • • • • • • •• • • • • • • ••• 3.000 MIN. (4.500" MIN. IF A CORNERED MID RAIL) 8A STANDARD MID RAIL 3.000 MIN. (4.500" MIN. IF A CORNERED MID RAIL) 0.619 0.715 0.619 86 TDL MID RAIL -I I-' 0.504 1.149 loll 0.421 18 GLAZING BEAD 1 g GLASS STOP 0.501 -e- T-1 T--1 1.250 -- 2.437 0.500 3.375 2.437 - 20 ACTIVE PANEL CORNER REINFORCEMENT THICKNESS = 1/8" I-- 0.500 0.750 1.000 0.656 11.000 7.000 MIN. • 1• • • ••• I--- 1.687 --I 4A STANDARD BOTTOM RAIL 7.000 MIN. I--1.760 -1 I-- 1.687 --I 4B TDL BOTTOM RAIL 4.375 MIN. H 1-- 0.250 7 / 4.000 O9 WOOD @ MULLION MULLION 01/8" (TYP.) re - 0.500 0.500 0.375 -� 0.656 - 3.500 4.187 2.437 --- INACTIVE INACTIVE PANEL CORIp REINFORCEMENT THICKNESS = 1/8 ORA. BY: WAY CHECKED BY: W.WS 0100 DATE 10/31/11 6 6 9 DRAWING NO. 1778 REV. A SHEET NO. 9 or 10 • • ••• • • • ••• •• •• •• •• • •• •• • • • • • • • •• ••• . • •. • • •• •.• • • •• • • •• •• • • . • • • • ••• • • • . ••• ITEM REM DESCRIPTION MANUFACTURER/NOTES REM BIM DESCRIPTION • • • • MANUF/ITUREITfI�TjS •• •• •• • �: Ax CHECKED Erf: s 0.0Ti 12 WE: Ia»711 PARTS MISC. F • • • • • • •• • 1 FIXED PANEL & ADA DOOR JAMB • WOOD (LAMINATED WITH CURVED JAMB_ 55 N0. 9 X 3/4' SMS Pi HI1 E•LEAF }ATO VLF & • • • $ 2 OPERABLE DOOR JAMB • WOOD (LAMINATED WITH CURVED JAMB 56 N0. 10 X Y SMS 2*P HI E LEAF INTO•Sli[E & 000 MUWON 3A TOP RAIL LVL OR LAMINATED RED OAK CORE (PINE VENEER) 58 N0. 10 X 1 1/2' SMS 2 TSR HINGE LEAF INTO % M U0N• • • • 3B TDL TOP RAIL LVL OR LAMINATED RED OAK CORE (PINE VENEER) 59 N0. 10 X 2' 5MS 4 PER DOOR REINFORCEMENT PLATE 4A BOTTOM RAIL LVL OR LAMINATED RED OAK CORE (PINE VENEER) 60 N0. 10 X 2" SMS 6' FROM CORNERS & 16" MAX 0.C. 4B TDL BOTTOM RAIL LVL OR LAMINATED RED OAK CORE (PINE VENEER) 61 N0. 10 X 2" SMS 6" FROM CORNERS & MID SPAN ON SILL 6 E 56 FIXED STILE LVL OR LAMINATED RED OAK CORE (PINE VENEER) 62 1 3/16" BRAD NAIL 1' FR011 ipRNNRS 4 8" Lip. 58 TDL FIXED STILE LVL OR LAMINATED RED OAK CORE (PINE VENEER) 63 1/2" X 3/4" STAPLE �-t� 3/4"FROM COPNE% &,,6 V. 971tiEREr" • • • 6 ASTRAGAL • W000 64 N0. 10 X 2 1/2' SMS 3" FR0S ENDS•30a' 01C. 4RUR1STF4GAI•. . 7A OPERABLE STILE LVL OR LAMINATED RED OAK CORE (PINE VENEER) 65 N0. 6 X 3/4' SCREW 2 PER STRIKE •LAT! • • • • • 0 78 TDL OPERABLE SRL£ LVL OR LAMINATED RED OAK CORE (PINE VENEER) • • • • • • 89 MID -RAIL LVL OR LAMINATED RED OAK CORE (PINE VENEER) • • • • • • • 88 TDL MID -RAIL 11.L OR LAMINATED RED OAK CORE (PINE VENEER) 9 WOOD MUWON LVL OR LAMINATED RED OAK CORE (PINE VENEER) 10 MULLION BAR A36 STEEL 0.250 2 11 GLAZING BEAD • w000 1 8.000 1 0.641 2.374 0.641 DRAWING TTT E 8 FOOT WOOD OUTSWING IMPACT DOORS MANUFACTURER SIGNATURE DOOR INC. 401 PRIORITY STREET ALTOONA, PA 16602 814-949-2770 12 GLAZING BEAD • WOOD T • WOOD 13 GLAZING BEAD 83 1.250 T 0.375 14 GLAZING BEAD • W000 ❑ ® OJ 1.281 15 GLAZING BEAD • WOOD THICKNESS = 1/8" 0.813 T 16 JAM8 REINF. PLATE (.044" X 4.00" X 8.00") GALVANIZED STEEL (NOT REVD WITH CURVED JAM85) 0.437 17 GLAZING BEAD • W000 22 ACTIVE PANEL CORNER REINFORCEMENT T 0.469 18 GLAZING BEAD • WOOD 2296 03/16" 19 GLASS STOP • W000 4.593 (TYP.) 20 ACTIVE PANEL CORNER REINFORCEMENT STARLESS STEEL - TO BE USED WTTH ANY OF THE LOCK SYSTEMS I 8.000 I 21 INACTIVE PANEL CORNER REINFORCEMENT STARLESS STEEL - TO BE USED WITH ANY OF THE LOCK SYSTEMS 24 SILL STRIKE PLATE 22 ACTIVE PANEL CORNER REINFORCEMENT BRASS OR STAINLESS SI 15_1. - TO BE ONLY USED WITH FUHR LOCKS (ITEMS 36B & 37B) ® ® ❑ ® 1.250 THICKNESS = 3/32" 23 INACTIVE PANEL CORNER REINFORCEMENT STARLESS BE ONLY USED WITH BBRRAASSSR 51 E& THICKNESS = 1/8" ..i.8.000 LOCKS (ITEMS 368 378) 24 SILL STRIKE PLATE STARLESS STEEL - TO 8E USED WITH ANY OF THE LOCK SYSTEMS 23 INACTIVE PANEL CORNER REINFORCEMENTI 25 HEAD STRIKE PLATE STARLESS STEEL - TO BE USED WITH ANY OF THE LOCK SYSTEMS 26 HEAD & SILL STRIKE PLATE BRASS OR STAINLESS STEEL - TO BE ONLY USED WITH® Q 1 1 1.625 FUHR LOCKS (ITEMS 368 & 37B) 8.000 27 MOUNTING CUP 18 GA. GALVANIZED STEEL01 - 2.563 1.938 01/4" THICKNESS = 1/8" 28 ADA THRESHOLD HAGAR 401-0 1 0.938 MP.) 29 OUTSNING THRESHOLD IMPERIAL 5QCW; TO 8E USED WITH REM 30 1 11 ()HEAD & SILL STRIKE PLATE CONSULTANTS W. W. SCIAEFER ENGINEERING & CONSULTING, P.A. (CA 6809) 7480 150TH COURT NORTH PALM BEACH GARDENS, FL 33418 PHONE. 561-744-3424 30 BUMPER SILL HARDWOOD; TO BE USED WITH REM 29 I(I 31 ALUMINUM THRESHOLD 6063-T5 ALUMINUM I ® l_.�J�Ij® I I 1.1125® I- 6.500 MIN. 32 THRESHOLD FILLER POPLAR 0.625 1 ® 0.250 J 0.375 1 1 1 HARDWARE ,- J I 1 35 4" X 4" BUR HINGE PENROD MH40AUPC (STEEL) 1 0.375 H 36 4" X 4' BALL BEARING HINGE PENROD MH4OBBTP (BRASS) 0.313 J 1.250 2.250 2.250 1.250 1.625 37 4" % 4' BALL BEARING HINGE BALDWIN 1041 (BRASS) -- - 0.500 1 38 4" X 4" BALL BEARING HINGE PENROD M H40BBPC (STEEL) 25 HEAD STRIKE PLATE 1 1 39 5 -POINT ACTIVE PANEL LOCK SYS. HOPPE HLS9000 ROUNDBOLT/SHOOTBOLT THICKNESS = 1/8" _ 40 2 -POINT INACTIVE PANEL LOCK SYS. HOPPE HLS9000 SHOOTBOLT (AMOUNTING CLIP 41 3-P0I14T ACTIVE PANEL LOCK SYS. HOPPE H1S9000 ROUNDBOLT THICKNESS = 0.044" 42 5 -POINT ACTIVE PANEL LOCK SYS. GU RHINO 43 5 -POINT ACTIVE PANEL LOCK SYS. FUHR 0.515 - ^ ' - 44 2 -POINT INACTIVE PANEL LOCK SYS. GU EUROPA,---u----11-11-' 1-1 u 45 2 -POINT INACTIVE PANEL LOCK SYS. FUHR 5.014 I�Fv_ 1.093 pr's r : CERTIFICATION j%•d? :deaa WAR- 17w SCRAF.FER P. H1 $ 46 HANDLE AS REVD TO FIT LOCK SYSTEM 28 ADA THRESHOLD �3� 0.827 - -.fit' ORtt-Yr•° 47 LOCK STRIKE PLATE AS SUPPLIED WITH LOCK SYSTEM 2.531 I f , 48 3 -POINT ACTIVE PANEL LOCK SYS. GU RHINO 1 4.500 49 3 ACTIVE PANEL LOCK SYS. FUHR 3'220 ()BUMPER SI LI, -POINT -� 29 OUTSWING THRESHOLD • SEALS AND SEALANTS HOLM INDUSTRIES • 1 50 51 WEATHER SEAL BULB WEATHERSTRIPPING .1E65814 ULTRAFAB E10210BN3020 } 1.753 52 DOOR SWEEP IMPERIAL FB530B/FB5368 0.051 - �- I- 3.090 --I r' 53 WEATHER SEAL ---. ""-1.130 HOLM INDUSTRIES N0.-JF87 .- _. -... _.... ... - - _ + _f___ •< ,t _ �`y�•�•'"'•° NOTE WOOD USED IN TESTING WAS EASTERN WHITE PINE WITH A SPECIFIC GRAVITY OF G = 0.36 A1,10 A MODULUS OF ELASTICITY OF E = 1,200,000 PSI. OTHER WOOD FOR USE. WITH THIS PRODUCT ARE THOSE WITH A SPECIFIC 1 LII-- 0.298 --1 I^ 0.060 1.110 L 1.090 •?• S:)) J_ nA'°F! a L 4fDRAwINc 1778 A SPECIES APPUCABLE GRAVITY OF 0.36 AND MODULUS OF ELASTICITY OF 1,200,000 PSI OR GREATER. ALL WOOD IS MINIMUM GRADE 2 MILLED BY SIGNATURE DOOR INC. TO SELECT. 5.244 3j ALUMINUM THRESHOLD 1 32 THRESHOLD FILLER SHEET ND' 10 OF 10