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WS-18-144 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores;FL Phone: (305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-305738 PermitNumber. WS';1-18-144 Scheduled Inspection Date:June 15,2018 Permit Type: Wittdti`Ws/Shutters Inspector: Naranjo, Israel Inspection...Type: Final Owner: BERNARD,CHRISTIAN& EMMANUELLE Work Classification: Door Replacement Job Address:1300 NE 94 Street Miami Shores, FL 33138- Phone Number F Parcel Number 1132050100120 Project: <NONE> Contractor: CLEAR CHOICE WINDOWS&DOORS INC Phone: (305)259-6899 Building Department Comments INSTALL IMPACT DOORS Infractio Passed Comments 4 SLIDING GLASS DOORS INSPECTOR COMMENTS False BONE WHITE FRAME,CLEAR GLASS W/SOLARBAN 70X1 COATING I i Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-295646.5/29/2018 WORK NOT COMPLETED Failed Correction Needed Re-Inspection_ Fee No Additional Inspections can be scheduled unlit reinspection fee is paid i June 14,201$ For Inspections please call: (305)7624949 page 17 of 31 I Permit nro. 'S-1-18-144 Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE Worls:Classr"ricafion:Door Replacement .... .,,. Miami Shores,FL 33138-0000 Pert 'll 't Penn#Status:APPROVED Phone: (305)795 2204 QNi�s N F�oR.oP Expiration:Ex i i issue Date:21512018 Project Address Parcel Number Applicant 1300 NE 94 Street 1132050100120 Miami Shores, FL 33138- Block: Lot: CHRISTIAN &EMMANUELLE BE Owner Information Address Phone Cell CHRISTIAN &EMMANUELLE BERNARD 1300 NE 94 Street (786)491-3926 MIAMI SHORES FL 33138- 1300 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 30,210.00 CLEAR CHOICE WINDOWS&DOORS (305)259-6899 (305)776-2580 -......:.. u. _ Total Scl Feet: 0 Type of Work:INSTALL IMPACT DOORS Available Inspections: No of Openings:4 Inspection Type: Additional Info:INSTALL IMPACT DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $18.60 DBPR Fee InVOiCe# WS-1-18-66170 $2.10 02/05/2018 Check M 21663 $ 152.70 $50.00 DCA Fee $2.00 Education Surcharge $6.20 01/18/2018 Check#:21662 $50.00 $0.00 Permit Fee $140.00 Scanning Fee $9.00 Technology Fee $24.80 Total: $202.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, RS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information ' acc ate andA work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named ontr for to dok stated. February 05, 2018 Authorized Signature:Owner / Applicant / Contractor / gent I Date Building Department Copy February 05, 2018 1 f 4 Miami Shores Village ; T�_�'� �"FED ��� JAN 18 2018 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �-- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 2017 BUILDING Master Permit No. (1)3 18 � 1 a PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: nQ0 NE_ 94-�' `free+ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1, '-3 0Q 5 OVZ() Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: C4►r�5}iac► Pae�nc.r-a � , OWNER:Name(Fee Simple Titleholder):Em g\ \ p 2 cCl o r ay E'1 Phone#: Address: City: State: �L zip: 3313 Tenant/Lessee Name: Phone#: Email: CONTRACTOR::Company NamenC\ea.r ChO f oL W n 111:11 S ` Doo(5 Phone#: 5DS- 2—c: -40M9 Address: 21 N N W ah 0.CA v City: 1 DO('0.\ State: FL Zip: 35 i 1,IL Qualifier Name: gEy?n�PAJGES �U11.TCAIJQ Phone#: State Certification or Registration#: SC C-1'5\15 // V Certificate of Competency#: /A i DESIGNER:Architect/Engineer: Q,q / ro lir t��0..�r'+� Y^I Phone#: 15--zu4� — �yU n '� 1 � Address: �lyu .st�t'1�E7 ...V12 "�� y City: N1i QM � State: ��- Zip:- 00 Value of Work for this Permit:$ 3�1 2X _ Square/Linear Footage of Work: ✓c.6 S Type of Work: ❑ Addition ❑ Alteration ❑ New ,Repair/Replace ❑ Demolition Description of Work: C�0 0S SOLSS IIA) So�acbc�c� xl Specify color of color thru tile: Submittal Fee$ so Pci 1 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$_ Z 10 (Revised02/24/2014) • 2 ' Bonding Company's Name(if applicable) Bonding Company's Address city State Zip Mortgage Lenders Name(if applicable) Mortgage Lenders 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 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 commen must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I wk Doetce posted notice, the inspection will not be approv and a reinspection fee will be charged. Signature Signature i QWNER or AGENT CON i RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ay of 20 ,by1 qday of 20 I !F� by o is personally known to 661 1-Yk1dl(1 Q1JjT1JtJJ'Jvho4sesonaily known to `i me or who`tias produced; ine or who has produced as ==vp identification and uvho did take an oath. identification and who did to n oath. NOTARY PUBLIC:' NOTARY P B C. 1Vf r r Sign: Sign. Print` �'' UIS BLAISE print Seal: °� EXPIRES:May 11.2021 Seal 1. :, AMANDA A,TORRES c••• MY COMMISSION M FF 150274 $;;;S•'' Bonded 1 hro Notary PubNc Undernrit� Af EXPIRES;September 10,2018 �f,l, ` Bonded Thru Notary publk Underwdfere t#tt#tttttttttitt#t#t###itttt tt!!t#t#tt###tttii##tti#t#tttt###flittttt#tttt#i#tt#t##tt#######tt#t t#i###t APPROVED BY Z (� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) "'*!" 4 ya W 4 try W 6k xi x M S t.LJ+. Summary Report Generated On:9/21/2017 Property Information Folio: 11-3205-010-0120 1300 NE 94 ST Property Address: Miami Shores,FL 33138-2902 y . CHRISTIAN BERNARD 11 Owner EMMANUELLE BERNARD �: MAUGEIN 7) Mailing Address 1300 NE 94 ST t-- _ MIAMI SHORES,FL 33138 USA PA Primary Zone 1700 SGL FAMILY-4001 SOFT& j 1 Primary Land Use 0101 RESIDENTIAL-SINGLE T t FAMILY:1 UNIT Beds/Baths/Half 8/8/0 Floors 2 Living Units 1 Actual Area 6,677 Sq.Ft Living Area 5,740 Sq.Ft Taxable Value Information Adjusted Area 6,092 Sq.Ft 2017 2016 2015 Lot Size 17,486.88 Sq.Ft __---_ _ -- County — -- —_i Year Built 1956 Exemption Value $0 $50,000 $50,000 Taxable Value $2,991,900 $1,594,451 $1,583,020 Assessment Information School Board Year 2017 2016 2015 Exemption Value $0 $25,000 $25,000 Land Value $2,228,460 $2,228,460 $2,063,389 Taxable Value 1 $2,991,900 $1,619,451 $1,608,020 Building Value a _ $730,386 $736,794 $743,201 City XF Value $33,054 $33,281 $26,134 Exemption Value $0 $50,000 $50,000 Market Value $2,991,900 $2,998,535 $2,832,724 Taxable Value 1 $2,991,900 $1,594,451 $1,583,020 Assessed Value 1 $2,991,900 $1,644,451 $1,633,020 Regional Benefits Information Exemption Value 1 $0 $50,000 $50,000 Taxable Value 1 $2,991,900 J $1,594,451 $1,583,020 Benefit Type 2017 2016 2015 Save Our Homes Assessment Sales Information Cap Reduction $1,354,084 $1,199,704 Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 09/292016 $3,685,000 30255940 IQ ai by exam of deed Second Exemption $25,000 $25,000 11/012004 $1,970,000 22824-3847 1 Sales which are qualified Homestead Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description MIAMI SHORES BAY VIEW PB 40-16 LOT 14 LOT SIZE 128.580 X 136 OR 17172-3930 0496 5 COC 22824-3847 112004 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govrinfoldisclaimer.asp f P 9 ' Miami VillageShores , H Fs � Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138. Tel: (305)795.2204 Rip Fax: (305)756.8972 In spectionxealuirements for: Windows, Doors, Skylights or"Fixed dWs (cladding) Permits Upon issuance of permits for the scope of work involving the removal,than and/or replacement of any type of windows,doors,sidelites,`skylightsbr fixed glass(cladding) the permit holder or qualifier bearing his signatu"re on the permit application's hall abide by the requirements of this department and coriply with the following statement:' P 1 P Upon obtaining window and/or door permitsfor the installation of;same, it is the- -, . F responsibility of the permit holder to request window/door framiri g in progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks;shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing:rThe purpose for this inspection, is for the verification of conformance with .Product Approval (NOA). Ackno d em 1e-� an E • y;� -a ,tiq { Qualifier/O ner Signature Date Pririt Name ' i I { f P i r t , 1 , t G t P , 5t►oREs solve .....� Miami shores Village Building Department XOR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ' Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. -✓ COPY OF QUALIFIER'S STATE LICENCES B.�COPY OF LOCAL BUSINESS TAX RECEIPT C. Y OPY OF LIABILITY INSURANCE* b. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY QUALIFIER B. COPY OF LOCAL BUSINESS TAX R IPT C. COPY OF STATE REGIST D CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S T CEIPT. D. COPY OF LIABILI NSURACE* E. COPY OF W KERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ........................................................................................... BUSINESS NAME: 011ear BUSINESS ADDRESS: 218q CITY FDocak STATErL ZIP BUSINESS PHONE. FAX NUMBER CELL PHONE ( ) QUALIFIER'S NAME: G SIZM A N E:. 0y t N i RN A QUALIFIER'S LIC NUMBER: SCC i a>�\ 513D I RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY " STATE'OF:FLORIDA' , DEPARTMENT OF,BUSINESS-AND.PROFESSIONAL-REGULATION CONSTRUCTI011 RINDUSTRY LICENSiNG`BOARQ .` SCC131151301 `•. '_ - - The'GLASSAND GLAZING CONTRACTOR-, Narne'-below-ISFCERTIFJED --Under the p,rd risions of Cha ter • .Ex Rlration'date 7AUG-•3 .,. 1�-2018 _ QUINTANA,rCERMAN EM "CLEAR CH.OIEEMIN�I�D 'ORShI ;;.: �: '�518•'1NE5T�33R��?+,-�.��»�. w � .=hk�,'`. �. �� .� _ HIALEA s f - .- I rill m ISSUED: 07/31/2016 DISPLAY AS REQUIRED BY LAW SEQ#. L1607310000531 003772 ' - -- Local Business Tax-Receipt Miami—Dade County, State of Florida I' -THIS IS NOT A BILL-DO.NOT PAY -- 4515657 Co .BTW !_ N BUSINESS NAME/LOCATION"_-..__... ::._.-.. RECEIPT NO—- .-•. E)CRIRES Q c I` CLEAR CHOICE WINDOWS&DOORS INC RENEWAL SEPTEMBER 3O, ZO18� N m to �_ W Q 2184 NW 89 PL 4714359 Must be displayed at place of business (/)Q m 0 u�i r~i Q DORAL FL 33172 Pursuant to County Code W.M °' Chapter 8A-Art.9&10 �:� a o Q F O o f 'E N LY a z uCD ryry m ..IL a o ¢ w X O ]C m mrn v OWNER m'`; I- O LU rn 4 J m N ~ ul W m m SEC.TYPE OF BUSINESS W�'I H . a m V Me 'e CLEAR CHOICE WINDOWS&DOORS INC196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED LU o ; r BY TAX COLLECTOR C/O GERMAN QUINTANA PRIES SCC131151301 do_ Worker(s) 20 $75.00 07/24/2017 E m E CHECK21-17-07117Q...... LU'i U Js — V) 1! .0 o This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, mva m permit,or a certification of the holder's yuelifications,to do business. Holder must comply with any governmental � y or nongovernmental regulatory laws and requirements which apply to the business. C .I W _ q The RECEIPT N0,above must be displayed on all commercial vehicles-Miami-Dade Code Sec ga-276. A m m s-tC F 3000 ?w mma a For more information,visit wM,miamidade aovancollector a d W^ 7 b m - a f t y V Z Cn IN m fat E E r/ Op 9e.- a W CC LL 008208 �.`cc >_ C f\ a> m d > Eee ua Xi, Fw mE m .� Local Business Tax Receipt �,� z to o= z 5a= m Miami-Dade County, State of-Florida m ;e 3 ;, -THIS ISNOT ABILL-DO NOT.PAY m/y/� m 0 aL e E E y � F ,Z 0 ON nye a 7026701 0 O otI W ame e e a° •• = Uz a � '^¢ z BUSINESS NAMEMOCATION RECEIPT NO. h V 0 �z a ami a CLEAR CHOICE WINDOWS&DOORS INC RENEWAL EXPIRES`' y co? 0 0 0< m W SEPTEMBER 30, 2018 / W N K90 q m W 2184 NW 89 PL 7302797 � m cc Must be displayed at place of business W'' Q u, a ^^ w CY DORAL FL 33172 Pursuant to County Code E z 0•(A M u z¢� b ~ Chapter 8A-Art.9&10 M W V U_ = €o C� z Z -' ix tc OWNERSEC.TYPE OF BUSINESS J t` M u N a Lu O U O w CLEAR CHOICE WINDOWS&DOORS INC220 TANGIBLE PERSONAL PROP DLR PAYMENT RECEIVED o C/O GERMAN QUINTANA PRIES BY TAX COLLECTOR Employee(s) 2 $45.00-07/24/2017 CHECK21-17-071173: This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit,or a certification of the holder'sqqualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws`and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 6a-276. For more information,visit www miamidede goyAoxcollector CLEACHO-02 CRECI ACORO' DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITYINSURANCE 11/01/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE-COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If'SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NA ACT Morris&Reynolds Inc. PHONE - FAX 14821 South Dixie Highway AIC,No, (305)238-1000 (AIC, Ext): No):(305)255-9643 Miami,FL 33176 _VD I6s. INSURERS AFFORDING COVERAGE NAIC/ INSURERa;Atain Special Insurance Co. 17159 INSURED INSURER B:Nationwide Insurance Co of FL 10948 Clear Choice Windows&Doors,Inc&Jabez Holdings,LLC INSURER C:Evanston Insurance Company 35378 Mr.Rey De Armas 2184 NW 89th Place INSURER p;Bridgefield Employers_Ins.Co. 1.0701 Doral,FL 33172 INSURER E: INSURER F:- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYpE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s y 1,000,000 CLAIMS-MADE OCCUR CIP324109 04/15/2017 04/15/2018 DAMAGE TO RENTED 100,000 P_REMISES_(Ea occurrence) E MED EXP(n one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE_ $ 2'000,000 X POLICY❑ippa LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: I I I Deductible 2,500 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 (Ea awiden0 E ANY AUTO ACP3008501293 11/01/2017 11/01/2018 BODILY INJURY(Per person)_ $ AUTOS ONLY X AUUT SSULEEDp BODILY INJURYSPer accident) $ X AUTOS ONLY X AUTOS ONNLY PPeOr ardent AMAGE I $ C UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1'000,000 X EXCESS LIAB CLAIMS-MADE XOBW7077517 04/15/2017 04/15/2018 AGGREGATE $ 1'000'000 DED RETENTION$ D WORKERS COMPENSATION 3 -X PER OTH- AND EMPLOYERS'LIABILITY T T T ER ANY PROPREIETOR/PARTNER/EXECUTIVE YIN 83032019 11/01/2017 11/01/2018 E L.EACH ACCIDENT I $ 1,000,000 aridatory In�ij ExcLuoeoT N/A 1,000,000 E.L.DISEASE-EA EMPLOYEE $ If es,describe under T 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT f r DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Installation of Metal Impact Windows&Doors 1 Glass&Glazing Contractor-SCC131151301 1 r CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Bldg Det THE EXPIRATION DATE THEREOF, 'NOTICE WILL BE DELIVERED IN g g p ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE t ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. ` k The ACORD name and logo are registered marks of ACORD 4 Clear Choice Window and Door Maugein Residence Wind Speed(mph) 175 Mean Roof Height[h](ft) 25.00 2184 NW 89 Place 1300 NE 94th Street Importance Factor 1.00 Height Above Gnd.Level[z](ft) 25.00 Doral, FL 33172 Miami Shores, FL 33138 Exposure Category D Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh - T 1.13 Coefficient Kzt" 1.00 Coefficient Kz j,13 Coefficient Kd 0.85 Velocity Pressure Evaluated @z[qz](Ib/ft^2) 75.30 Velocity Pressure Evaluated @h[qh](Ib/ft^2) 75.30 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft^2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Nog Z4+ Z4- Z5+ Z5- In Zone ALL 40.00 0.89 0.89 -0.99 -1.19 0.18 -0.18 48.5 -53.0 48.5 -61.8 JAN 0 2 2018 ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAR000 CORPORATION, 1235 S.W.87t•410A.6ML4M/FL.3,7174. T•L: •5:264-8100 m Engineers Seal Engineers Name And Signature Design Data•. ,,• •Design Reference Number . • . . . • 12/28/2017 9:44:6 ANI.:_: ;•• � r { t tf t^ t E v° Fj SCIS Home? Log In User Registration 'Hot Topics ; Submit Surcharge Stats&Facts Publications FBC Staff I SCIS She Map Links Search w b � - Product Approval USER:Public User ra 00 Product Aooroval Menu>Product or Application Search>Application List>Application Detail FL# } FL22267-R2 ' t Application Type Affirmation Code Version2017__) Application Status Approved I Comments Archived' Product Manufacturer: E.S.Windows,Inc. *00000 Address/Phone/Email 10653 NE Quaybridge Ct. I ••• ••••• •• • Miami,FL 33138 • • • • (305)624-7775 •••••• •••••• • achamorro@eswllc.com • • •••••• I •••• • • •••••• • Authorized Signature Yiping Wang • • • • • • yiping@mcyengineering.com •••• •• •• ••••• Technical Representative •• •• ••••' •••••• •••••• • Address/Phone/Email • • • • • • • • Quality Assurance Representative • • • • •••••• a Address/Phone/Email •• • •••••• • • •• • I Category !Exterior Doors _ Subcategory Sliding Exterior,o Assemblles I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received C I I Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity tQuality Assurance Contract Expiration Date 07/16/2025 Validated By Sifu Zhou,P.E. t t Validation Checklist-Hardcopy Received I I i Certificate of Independence FL22267 R2 COI Certificate of independence_FL SSgdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 i r TAS 202 1994 TAS 203 1994 f Equivalence of Product Standards I Certified By t k Sections from the Code 1 I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my prod6ct(s)are in compliance with the new Florida Building Code. f i 7 a f 1 P I i t I Documentation.from approved Evaluation or Validation Entity r,Yes t)No +`N/A t t FL22267 R2 GOC FBC 2017 Affirmation L tt r Ddf t Product Approval Method Method 1 Option D i Date Submitted 01/10/2018 Date Validated 01/10/2018 } Date Pending FBC Approval 4 Date Approved 01/14/2018 I Summary of Products I FL# p Model,Number or Name Description _ •22267'1`"""`" "' 'ES=SGD2020`SLIDING'G!.Xt!� sliding glass door-large and small missileampact. r. DOOR-LMI&SMI 9 3 Limits_of Use Installation Instructions Approved for use in HVHZ:Yes FL22267 R2 II 06-23-17 ES-SGD2020 SS,pdf Approved for use outside HVHZ:Yes Verified By: Yiping Wang PE#55983 0000 I Impact Resistant:Yes Created by Independent Tfyrd Pavy:Yes • • Design Pressure:+65/-150 Evaluation Reports a a • • •• • •••• Other:for sliding glass door sizes vs.design pressure refer FL22267 R2 AE EVR ES-S(31)40200lidino Moor+LMI n• to installation instructions SS.Ddf *00000 n ••• a Created by Independent T it rt :Yes' • 0000 • 0000 000000 • • a • • Back Next •000 00 na 00000 •*0000a • 0000 0000• 00 00 ' 0000 000000 Contact Us:i 2601 Blair Stone Road.Tallahassee EL 32399 Phone:850-487-1477[a n a• • • • The State of Florida 0rida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Atceslfbill[v Stallment Ritfund Statement *go*0 0 •0000• Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a;ublic-rAords request do not send electronic 0 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact j0 497.1:95.-pursuant to Section 455.2059 n a a a (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department U an email addre2s•Itlhef have one.Tile n emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supWy0aep rbonal 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 4575,F.S.,please click h=e. { Product Approval Accepts: e U�® tikct a Credit Card Safe t f d i r I C p 14 E * . I t i i r t V i t r t { k { P i 1 ] j 8501 SW 124th Ave. Ste.205A Miami,FL.33183 MCY ENGINEERING, INC. P:305 271-0117 GLAZING CONSULTANT F`.305 279-6818 PRODUCT APPROVAL EVALUATION REPORT k Product Manufacturer: Product Name/Model& Description: s: E.S Windows, Inc:: Series ES-SGD2020 Sliding Glass Door— L.M.I. & 951 NE 161^St.Ste 207 S.M.I. Miami FL 33162 Sliding glass door—large&small missile impact Scope:`This product has been evaluated by the below-signed Florida Professional'Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that:regttil;ed b;9ve-Eode, in*.... t accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation•ot•tliis proafi>Rf%Ball be...:• required following applicable Code modifications or revisions. •••... Code: 5th Edition Florida Building Code (2014),inclusive of all Supplements effectiP•jj of this re ort •'••' date. s 00*000 Compliance Method: 61G20-3.005 (1)(d)—Evaluation Report from a licensed Profe;signal Engird.:. .... •• ' g . . Product Description: Product Approval Drawing #AD16-29, re aredbY MCY En ind@ring, si n d sealed •••: •• • by the Yiping Wang P.E., is an integral part of this Evaluation Report. + Limitations&Conditions of Use: • This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large and Small Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components,accessories,etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s),size(s),substrate(s),embedment,edge distance, and spacing/locations. 3 1 i 8501 SW 124th Ave. Ste.205A Miami,FL.33183 ' MCY ENGINEERING, INC. P:305 271-0117 GLAZING CONSULTANT F:305 279-6818 Test Reports: Mandatory Tests(Tested in accordance with AAMA 501) t Test Lab Report Number Test Report Date Test Standard&Description Blackwater Testing Inc BT-ESW-16-010 03/23/2017 TAS 201(large missile impact test) West'Palm Beach, FLt signed and sealed_ TAS 203(cyclic wind pressure loading) 1 ASTM E1996(large missile impact) by Constantin ASTM E1886(cyclic wind pressure Bortes, P.E. loading) Blackwater Testing Inc BT-ESW-16-010 03/23/2017 TAS 202(uniform static test)•••••• West Palm Beach, FL ASTM E283(air=nfiltr%ion tesfl••• •••�• l signed and sealed • , • ASTM E331(water resistant Ist). . by Constantin AAMA 1303(foQqrltry test) ••••• t Bortes, P.E. •••• • 0 ••••� -I 000 .. 00 0000. 000000 0000 00:00' Engineering Analysis: The following engineering analyses and/or calculations have bees phfolmed:•..•.• 000000 • Comparative analysis has been performed for conditions other than tested. 00.000 .' • Rational analysis has been performed per Code requirements and acceptable standards df a•••; • 0000•• engineering principles(but not in lieu of standard tests required by the Code). No increase in • ;0.00; allowable stress has been used in the evaluation of this product. •• • :••000 • • 00 • i + 1 I O.WANQ,,.,�,, sge3 Y ti*�w s N a *� z ' � W! � A P . �i�iFSS,��p� April 13th,2017 a L 2 rOD QD NN ( Z Fa O r W Z $ _Z U 19 yll ,^ Z �M v W j 0 ly • �•• �W Q) . \. •••• •' • • 0 O � ' •Be 0 Be 00000 Be 00 • . . ••• •• •• • RE EIVED o JAN 3 0 20;q g z � vim z 00 > LLLL a cv In VDOOR5,RATED-FOR LARGE AND 5MALLM1551LE IMPACT �LAM'INATED GLA55JAND " IMPACT SHUTTERS AREJNbT REQUIRED., ' INSULATED LAMINATED;GLASS y N .,r N f LARGE AND SMALL,M1551LE- IMPACT. _ Cl o FL #22267 �, W SERIE5.5GD 2020 SLIDING GLA55 DOOR �✓ ' STRUCTIONS: U _. _. ._.... .._ .. LSARATONS OF USE U) � IN .. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. USE CHARTS AS FOLLOWS THISPRODUCTEVALUTHISENGINEEATION IS LL! A GENE.)PREPAREDSYTHISOVIDEER6 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e.WHERE THE SITE TH15 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, CONDITIONS DEVIATE FROM THE P.E.D. CONTRATHE 5TH EDITION FLORIDA BUILDING CODE (2014) INCLUDING HIGH VELOCITY HURRICANE THESELCTORTDBERHASEAND x3LEFOR BLDG HEIGHT, WIND ZONE U51NG APPLICABLE A5CE 7 STANDARD. E. THESELECTION,PHIS PRO UCT INSTALLATION OF THIS PRODUCT BASED ZONE (H VHZ). ON THIS PRODUCT EVALUATION PROVIDE .. REBHE ES NOT DEVIATE FROM THE CDOONDRONS DETAILED ON THIS DOCUMENT. THESE DOORS ARE APPROVED FOR AIR AND WATER INFILTRATION. STEP 2 SEE ALLOWABLETHISPR CONFIGURATIONS ON SHEETS E4 THROUGH E9. SEE THIS PRODUCT EVALUATION DOCUMENT G WILL BE CONSIDERED INVALID IF ALTERED CHARTS ON SHEET G I FOR ALLOWABLE DE51GN LOAD BASED ON BY ANY MEANS. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT DESIRED GLA55 TYPE. SEE CHARTS ON SHEET K I FOR INTERLOCK DESIGN PREPASDE SPECIFIC PROJECTS REGIS BE E TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o- BECOME THE ENGINEER REGISTERED LOAD. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THEP.E°. THI5 APPROVAL. STEP 3 FOR FREESTANDING JAMB USED AT 2 TRACK OR 3 TRACK, SEE CHARTS THIS P.E.O.SHALL BEAR THE DATE AND _ ORIGINAL SEAL AND SIGNATURE OF THE ON SHEET J I AND J2 FOR REINFORCING LEVEL AND CAPACITIES. E 7MAESSIONAL T PREPARED IT.ENG(NEER OF RECORD a MATERIALS INCLUDING BUT NOT LIMITED TO 5TEEUMETAL SCREWS THAT COME INTO ` wm CONTACT WITH OTHER DISSIMILAR MATERIAL5.5HALL MEET THE REQUIREMENTS OF THE 5TH STEP 4 FOR ANCHORED JAMB, SEE OPTIONS AND SPACING ON SHEETS J3 AND �� , oN0. ag CODE 20I4).SECTION-A5 APPLICABLE. -r - Y- _ _ �����•.•Fj •.• Drawn Date Sale EDITION FLORIDA BUILDING J4. • ;'VL,A., PF Oy,uzo,B assRDRa METAL STRUCTURES NOT BY NR ARCHITECTURALPRODUCTS, INC. TO BE DESIGNED TO No DRAWING NO. SUPPORT THE LOADS IMPOSED BY THIS GLAZING 5Y5TEM AND TO TRANSFER SUCH LOADS STEP 5 USING CHARTS ON SHEET A I SELECT ANCHOR OPTION WITH D16-29 TO THE BUILDING MAIN STRUCTURE. DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. S OF -40; .� •2 ••• ULTIMATE LOAD OBTAINED FROM ASCE 7-1 O, MULTIPLY BY 0.G SHALL BE LESS THAN OR W ce see O Rsee0 •••• COVER �►�� EQUAL TO MAX. DESIGN LOAD IN THI5 DOCUMENT. THE DESIGN LOADS SHOWN IN THI5 STEP G THE LOWEST VALUE RESULTING FROM STEPS 2 THRU 5 SHALL ,���iF$$��'••� ,, ShmNo. DOCUMENT ARE ALLOWABLE DE51GN LOAD5. APPLY TO ENTIRE SYSTEM. 01 OF 47 June 23rd, 2017 t �OD O m O 18" 18" MAX. V O.C. 3, 3" 3„ Z L- a civ 90 5" = 4 TRACK z C m HEAD ANCHORS �' g 383 15/1 G" MAX. W N CLUSTER OF ANCHOR FRAME WIDTH W 0 w ANCHORS AT. Z_ U B 4,G,8 OR 10 SEE SHEETS FREESTANDING JAMB U 07•r� AG 4 A7 FOR ANCHOR 48" 48 1 5/1 G 50 9/1 G 49 0 z 0� a TYPES 4 SHEETS AI THOU PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH U5E 2,3,4 OR 5 (HALF Z - A4 FOR CAPACITIES (TYP.) AN NUMBERS RED AT W 45" MAX. 49" 50 112" 49 47 1 5/1 G" ANCHOR REQUIRED MEETING STILES)R �.•• FALSE MUNTIN L.O. PANEL WIDTH PANEL WIDTH � PANEL WIDTH PANEL WIDTH �..• Go •.• OPTIONALN NCHORS IN PAIRS UNION,5PLICE, _ FOR ANCHORED JAMB, r ••.:.. ••. SEE SHEET J3 d •'• .... .. _ LLt o �..... .. 1 I I . . • D, D, I I I..... . ••. _ I I _ � POCKET ,o F4� 9 /8_ D4 D5 D5 D5 D4 D5 0 �/ �/ X OPP. X OPP X OPP. X POCKET NOT PART OF THIS o N _ 11 O X x /� APPROVAL. TO BE REVIEWED cn U �_ J 13 14 15 16 17 16 ,5 14 1a in BY AHJ. Z a O _ N OW — z _ D6 I 06 D6 D7 '07 D7 D6 D6 nD�7 0 U m -- p I I �— MOPP. OPP s�OPP. moi% I z II o 'zZ� II II 2A 2 I o 3 N2 C4 N I I Ot D1 I 0 to W _� CD J� ? w ui L -i 18" MAX. 8" M HEAD/SILL O.C. TYP. 'UNION SPLICE CORNER CLUSTER OF ANCHOR 4.,G ANCHORS AT OR 8 5EE SHEET A8 FOR TYPICAL EXTERIOR ELEVATIONS (OXXXXXXXP) FREESTANDING JAMB ANCHORS TYPE 4 SHEET A5 TESTED UNITS SHOWN) USE 2,3 OR 4 (HALF OF FOR CAPACITIES. NUMBER OF ANCHOR 18" 18" MAX. 3" 3" 3" REQUIRED AT MEETING O.C. STILE) To s low; � � N MS �'� Wawn Oate Snle MAX. WEEP HOLE LAYOUT No °•^W'^G"°° i . * AD16-29 NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL OF PANEL HEIGHT = FRAME HEIGHT - 2.G25" •2 D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 125" ,i��i . •�F�Oa•••••••!�'Q� El W. D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" �i���s,'••�'••� Sheet � S � 02 OFF 47 June 23rd, 2017- am 5" 18" 3" 3" ,3" m o 3 _ 3 TRACK Z m HEAD ANCHOR5 N oo U Z 0� 359" MAX. Z F 4;;L; o CLUSTER OF ANCHOR FRAME WIDTH _ - 4,G,8 OR 10 5EE SHEETS G 1 3/4" G 1 1 1/1 G" 601, Y W 0 H } AG A7 FOR ANCHOR _ _ TYPE5 t SHEETS A I THRU PANEL WIDTH PANEL WIDTH PANEL WIDTH ANCHORS AT 0 A4 FOP,CAPACITIES (TYP.) FREESTANDING JAMB V' Z �m 5G" MAX. GO" Gil I I/)G" GO" U5E 2,3,4 OR 5 (HALF Z dei D.L.O: PANEL WIDTH - PANEL WIDTH PANEL WIDTH OF NUMBER OF ANCHOR W °o } 0 0 FALSE MUNTIN REQUIRED AT MEETING OPTIONAL ANCHORS IN PAIRS AT UNION 5PLICE STILE) • • r HEAD/JAMB' FOR ANCHORED JAMB, _ _ _ c 5EE SHEET J3 -^ - j -� •• • -C • I- I — •...•.ao 3A 3 I ••• 41 1 D2 D2 ••• •• 19 / 20 21 22 21 20 I • ' D8 D8 D8 D9 DS OP D8 P D12 �. ... .. ... II II .. u, / 1 POCKET I o • 6 3 7 28 27 2 p LU `� Ei <0 Ci 25 = I 28 2 i j = ` D10 I I D10 \/ D10 \/ D11 \/ D10 P \/ D10 P \/ D12 I o N J n J� J� x x cn U o � Z. � LU – p POCKET NOT PART OF THIS m O II II APPROVAL. TO BE REVIEWED ? p a 0 O BY AHJ. o z n C 3 z a �� CD CD 04 elp N N C3 O N IIS / ell, 4A a II. I � W " J D2 D2 I w ~ — � � ANCHORS AT FREESTANDING JAMB 5" M 18" MAX. 3" 3" UNION SPLICE U5E 2,3 OR 4 (HALF OF HEAD/SILL HEAD/51LL NUMBER OF ANCHOR CORNERS CLUSTER OF ANCHOR 4,G TYPICAL EXTERIOR ELEVATIONS (XXXXXXP) REQUIRED AT MEETING OR 8 5EE SHEET A8 FOR STILE) ANCHOR5 TYPE t SHEET A5 (TE5TED UNITS SHOWN) FOR CAPACITIES. 3" 3" 3" 5" 18" MAX. O.C. a1U Same S reo ♦ , N**000 € L� y!4 �ft •y � Drawn Date Scale WEEP HOLE LAYOUT G" Nc DRAWWG NO. IG' 18„ • MAX. * AD16-29 NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL CF PANEL HEIGHT = FRAME HEIGHT - 2.G25” Q 4• • D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 125" k ••• �t A .•'��� E2 ,�/ ��w�•�y..•••`�.,/ ♦♦♦ Sheet No. D.L.O. WIDTH = NOMINAL PANEL WIDTH .- 4" a FF 03 OF 47 June 23rd,-2017 a r t f CD �! +a Z �c q 3" 3n 3" N �� 5" 18n « o e , (� z CLUSTER OF ANCHOR 4,6,8 2 TRACK OR .I O SEE SHEET5_AG 4 A7 T HEAD * SILL ANCHORS FOR ANCHOR TYPE5 4 5HEET5 A I THRU A4 FORi W p 04 CAPACITIE5 (TYP.) 242 7/8" FRAME WIDTH Z p VM ' z g� G 1 3/4" G 1 3/4" W 1"� o ANCHORS AT PANEL WIDTH PANEL WIDTH 0 FREE5TANDINGJAMB ••.� U USE 2,3,4 OR 5 (HALF N G I 1 1/1 G" 5G" MAX. •• '" ••• ANCHOR 59 OF NUMBER OF _ _ _ o o • PANEL IDTH PANEL WIDTH D.L.O. •• �•••�•CD •• REQUIRED AT MEETING �•• STILE) UNION SPLICE •.••••• ,,; T I— I •....• . •• ...... . . .. 5 5A �� �� I • D3 D3 • 32 �� 35 36 35 34 I oO D14 D14 D14 P D13 I 0 U 0 _ 2i POCKET I ? a M w w O 38 41 42 ell 41 'w t9 ui M '� m = Di5 0. D16 ` , D16 ` ; Dt6 OP ` , D15 owlz O a ; " Y � V w - o x x �( i o n gn _ u- _ Z I cn Z z pr O cn �"_✓ o N tc O N o POCKET NOT PART OF TH15 C', wCN APPROVAL. TO BE-REVIEWED w w BY AHJ. w ~ 6 6A D3 D3 / — �- 3, „ ANCHOR5 AT 5" MAX. 18" MAX. UNION SPLICE FREESTANDING JAMB HEAD/SILL HEAD/SILL USE 2,3 OR 4 (HALF OF CORNERS SEE SHEET A I CLUSTER OF ANCHOR 4,G NUMBER OF ANCHOR OR 8 5EE 5HEET A8 FOR REQUIRED AT MEETING TYPICAL EXTERIOR ELEVATIONS (XXXXP) ANCHOR5 TYPE 4 5HEET A5 � 5TILE) (TE5TED UNITS SHOWN) FOR CAPACITIES. �0 Drawn Date Sale— • •��AN��g>9 : awruzme a DRAWING NO. * P AD16-29 NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL G" 18" WEEP HOLE LAYOUT 0 PANEL HEIGHT = FRAME HEIGHT - 2.G25" ►SAX . � .•'C? E3 D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 125" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" ,+,, �i�S�B•�•��``'�?,,,, 5�� 04 OF 47 June 23rd; 2017- - - - ' CID APPROVED CONFIGURATION POCKETED DOOK5 LAMINATED GLA55 OPTIONS SHOWN. NON-REINFORCED DETAILS SHOWN. V "CID o (NON-REINFORCED SHOWN) SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAILS; SEE SHEET 1)4 ? 5EE SHEET KI FOR Dp AND REINFORCING OPTION5 TO D7 FOR (4 TRACKS), D8 TO D 1 2 FOR(3 N co TRACK5), D 13 TO D I G FOR(2 TRACKS). d z e�H d DOOR FRAME WIDTH W 0 + PANEL WIDTH Z 0 co ani DOOR FRAME WIDTH Z �°D .+ _ wo sotor 05 tt to e e � . •� W of• - PP PP L of PP PP - • . .• .r • •.• OPP. • • • O O • F ` - • • ••••••m •• U-i OI O ••• •�• •• 0 1 FR • 00040 • 100 see PXXXX)U(XO(SHOWN) EXTERIOR :so:*: • •• i 2 DETAIL 8' DETAIL 9 DETAIL l O DETAIL • i DETAIL •• ••• t0 DETAIL 9 DETAIL e DETAIL 7 DETAIL • • • • 25OPP. D4 D4 D5 DS D5 OPP. D4 OPP: D4 OPP. D4 OPP••• • • • •• • • • O O r` N (O 1 ' g ZCID a IF �, Uj M DOOR FRAME WIDTH Z O a LL PANEL WIDTH cn Z CD z R ¢ r DOOFRAME WIDTH N N � N Q (n Of 'i3Fw . ue e to n to e e 7A w FU os M a os 06 PP W OP PP w F w L 1 OPP. ~ -tu v v l v /v <*— 01�� 41 osost- 0 0 O p , PXXXXXXXX(SHOWN) XXXXXXXXP EXTERIOR OXXXXXXXP a DS OPPrb AIL D DETAIL D4 DETAIL D DETAIL DS DETAIL D5 OPPAIL D4 OPPAIL D4 OPPAII D74 DETAIL 9 _ _ _ ._ _ _ _.__ _ _ _ .- _ .f .—_ _ _ _ __ _ ��,�` �•!'f ••• Dawn Date Scale ol DMWING NO. NOTES: f No 1. CONFIGURATIONS SHOWN FOR ILLU5TRATION PURPOSES ONLY. AD16—29 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES AND GLA55 OPTIONS. 3. FOR APPLICABLE DE51GN PRE55URE5 5GD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET KI I. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL HE SHEET A I TO A8. : E4 FOUR (4) TRACKS � 5. FREE STANDING JAMB 5EE OPTIONS AND CAPACITIE5 ON SHEET J I TO J4. �� •��L QA•'`• ♦♦ POCKET5 ARE NOT PART OF TH15 APPROVAL ,, •••••�••• ♦♦ G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ���iFs'S A`����♦ 05 OF 47 AND ARE TO BE REVIEWED BY AHJ. - - - - - --- - --- = - T -June 23rd, 2017- - -� — - APPROVED CONFIGURATION POCKETED DOORS LAMINATED GLA55 OPTIONS SHOWN. NON-REINFORCED DETAILS St10WN. V cm o (NON-REINFORCED 5HOWN) 5EE DETAILS FOR IN5ULATED LAMINATED OPTION. FOR REINFORCED DETAILS, SEE 5HEET D4 .40 SEE SHEET KI FOR Dp AND REINFORCING OPTIONS TO D7 FOR (4 TRACKS), D8 TO D 12 FOR(3 Z N �� s TRACKS), D 13 TO D I G FOR (2 TRACK5). (' z v«c Z F _ DOOR FRAME WIDTH W i W Zto .PANEL WIDTH Z U s V Za3 p.o DOOR FRAME WIDTH .. W N 0 12 • • • • • W Ou KE 17. If aopC IIII � X - •• •••••••• • ZPF 0 •0•• • I 0000•• • • 0000 • • • U- w •0000O O - 000000 • O •• •••••••• •• I� • 0000•• • • • • • • •• 1000 PXXXX(SHOWN) � • �0 •i• XXXXP i2 DETAIL b DETAIL 9 DETAIL 10 DETAIL 7A DETAIL • • • • DS OPP. Da D4 D5 D4 SIM. •• • 000000 • ••• • • O r r Q N co U f0 Z DOOR FRAME WIDTH U m PANEL WIDTH Z Uj > J O Q LL DOOR FRAME WIDTH i '.O cAZ 3: Q r N C N � �— �o N T. N (A N L W m ~ I �o n �o • e 12 pS 05 .- ur • �, W d D6 m PP P OP LU fn J = I _ w lu O X X ��( X 0 I. 0 4" - - _ PXXXXXXXXP(SHOWN) EXTERIOR l 2 DETAIL 4 DETAIL Da DETAIL D5 DETAIL DS rl DETAIL DS OPPAIL D4 OPPAIL �4 DOP AIL DS DETAIL D5 OPP. �— 1 + �iiU1 d oN-,,, •• ,���•y!`, ? •0 ♦ pawn wee 'Rale - - - - - - - - Q� ; A.N. %* ovrazm• NOTES: 00 a 1 . CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. {[; AD16-29 I 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES AND G1A55 OPTIONS. 0 3. FOR APPLICABLE DESIGN PRESSURES 5GD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET K 1. �'p• '� Q E5 FOUR (4) TRACKS 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/51LL SEE SHEET A I TO A8. ' • U POCKETS ARE NOT PART OF THIS APPROVAL 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON SHEET J I TO J4. ,��� •it j 4t-'es Ia��, seK�,No G. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBG. _ i�sWON - 06 OF 47 AND ARE TO BE REVIEWED BY AHJ. Dawn- _ - - ___, June 23r , 2017 OD DOOR FRAME WIDTH r+Co APPROVED CONFIGURATION POCKETED DOOR5 NON-REINFORCED DETAILS 5HOWN. (NON-REINFORCED 5HOWN) PANEL WIDTH V cm o SEE SHEET KI FOR Dp AND REINFORCING OPTIONS FOR REINFORCED DETAILS, SEE 5HEET D4 TO D7 FOR(4 TRACK5), D8 TO D 12 FOR (3 Z rntooe DOORFRAME WIDTH TRACKS), D 13 TO D I G FOR (2 TRACKS). (� i e�� Z Q 'Id: F r LAMINATED GLA55 OPTION5 5HOWN. 51 °o r- I /-W-1\ m a z4 5EE DETAIL5 FOR IN5ULATED LAMINATED OPTION. d LD m> oe Oe o>I N W Z P. Z U Y� t� z o '�` �� W o O I EXTERIOR D o 0 30 DETAIL 2- DETAIL 21 DETAIL 24 DETAIL ••• b� I OPE. D6 D8 D9 : ••• •�•••o •'� •:• PXXX(SHOWN) - - DOOR FRAME WIDTH y •• • :•LL..:.col •• XXXP PANEL WIDTH 906:06 ' ' • ••• DOOR FRAME WIDTH I 000:00 • ••: • /�', � _ 0000 • F • � _._ _ 0000 •• = I m m M n r m �o uJ 012 00 DO DO 00 PP 00 P �_ • • • 16 tu ll X X U r • • •• ••• • • • • • • • • •• ••• • • • oLL– I I EXTERIOR •• • r 30 OPPAIL og DETAIL De DETAIL D9 DETAIL D8 OPP. Db O PAIL 30 DETAIL 0O D PX D"P(5HOWN) N U Co DOOR FRAME WIDTH 03 Z 43 0 DOOR FRAME WIDTH PANEL WIDTH, g ¢ m C7 U) 0° X LLI M M r Z Q C%j J LL m m n n m t4 - O `� _ Z 2 W OPP OPE. OPP. 51M.tu a _ IN 3N O Y' X -- -- - N U) o 4 o , i LLI o W O • � EXTERIOR PXXXXXX(SHOWN) 30 DO PAIL D8 DETAIL D8 DETAIL 2D9 DETAIL 2AIL D8 DO PAIL DB O PAIL 1D9 51M. XXXXXXP DOOR FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH FFY m m r n sl m u W m: oer Wy, o0 oe oe o0 = I OPP OPE. OPE. OPP. SIM. w Y' O LL. /4— af – � - -- lilt oI a o .uu# EXTERIOR % , ON��I ¢g �� ��• , PXXXXXO(SHOWN) 30 DETAIL 20 DETAIL 21 DETAIL 22 DETAIL 21 DETAIL 20 DETAIL _ 23 DETAIL ,���,�L•I•`E N •• * �°16 Scale DB OPE._ D9 SIM. 6�g� OXXXXXP T I OPE. D8 D8 - - D9 - _r. D8 OPE. : NQ DMINING NO. — NOTE5: • • AD16-29 1. CONFIGURATION5 5HOWN FOR ILLU5TRATION PURPOSES ONLY. • 2. 5EE CHART ON SHEET G I FOR GLA55 CAPACITIE5 AND GLA55 OPTIONS. QFat 3 FOR APPLICABLE DE5IGN PRE55URE5 5GD REINFORCING LEVEL 1, 2 OR 3, 5EE 5HEET K I. Z •• • •'Q� E6 THREE,(3) TRACK5 4. FOR ANCHOR'DETAIL5 AND CAPACITIES AT HEAD/51LL 5EE SHEET A I TO A8. ��� •.�;L Q•��.�•�f�,,� POCKET5 ARE NOT PART OF THIS APPROVAL 5. FREE STANDING JAMB 5EE OPTION5 AND CAPACITIES ON 5HEET J I TO A. �jFs►a. 1*����� s"F 47 AND ARE TO BE REVIEWED BY AHJ. G. DOOR 5HALL MEET EGRE55 REQUIREMENT5 A5 APPLICABLE PER 1`13C.C. 07 OF June 23rd, 2017 �m APPROVED CONFIGURATION POCKETED DOOR5 DOOR FRAME WIDTH ., NON-REINFORCED DETAILS SHOWN. co (NON-REINFORCED 5HOWN) PANEL WIDTH FOR REINFORCED DETAILS, SEE 5HEET D4 V oCQtoo f SEE SHEET K I FOR Dp AND REINFORCING OPTIONS TO D7 FOR (4 TKACK5), DS TO D 12 FOR(3 Z (6 * e DOOR FRAME WIDTH TRACK5),.D 13 TO D I G FOR(2 TKACK5). z 9� LAMINATED GLA55 OPTIONS SHOWN. Z //r r ,v _ _ s1 15EE DETAIL5 FOR INSULATED LAMINATED OPTION. W rn Z o L W 0 cv ?; W IM. Z U 2 (7 i gm CO - Z a W cteS3 so 0 EXTERIOR D p23 DETAIL 20 DETAIL 2 DETAIL 24 DETAIL • •• 09 51M. D8 D8 D9 • • •• ~ ••• r. _ _DOOR FRAME WIDTH •• • • • • OXX(SHOWN) • -. ... .- - .. _ •s•ss• _ .*ssss- -` •:•- XXO PANEL WIDTH • •ssss• • Roes DOOR FRAME WIDTH • • • . s •ssss• be •• •• ss- • •• s•s H MEL • H _ V 19 70 21 !2 b 20 10 •ssss• • • W DS CS 0o M 06 00 0! • • + • •••• • _ ./I"— •• sss ILJ OPP. OPP. OPP. _ }� •• • cz EXTERIOR 0 r p D8 DETAIL 28 bETAIL j8 DETAIL D9 DETAIL D8 OPP.IL \25,/OPP.IL D8 O PAIL 0 XXXXXX(5HOWN) DOOR FRAME WIDTH g Z Q C7 DO _ OXXXXO PANEL WIDTH DOOR FRAME WIDTH w M Z 4 Q QQ C LL n uJ) Z_. 3 F- N > N (� t{ 21 70 73 70 b K o 04 N W M 0! 0! DD O! 0! W _ p N Uj OPP. OPP. OPP. 51M.LU 0 W (00X __ _ W w LL 141. 0' EXTERIOR 24 DETAIL 2 DETAIL 20 DETAIL 22 DETAIL 20 DETAIL 2 DETAIL 24 DETAIL D9 OPP. D8 OPP. D8 OPP. D9 SIM. D8 D8 D9 XXXXXX(514OWN) DOOR FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH m r_ n w w Oe LU of oe oe of Do . X X rczm 8 o EXTERIOR sok - 24 DETAIL 2� DETAIL 20 DETAIL 22 DETAIL 20 DETAIL 21 DETAIL 23 DETAIL ,�����••`EAN. •;•*♦ ,.p�6 ` XXXXXO(SHOWN) �— �— �— D9 51M. D8 08 _ D9 _ B •� DRAWING NO. D9 OPP. D8 OPP. D8 OPP. • NQ . oxxxxo NOTE5: D16—'29 1.1. CONFIGURATIONS 5HOWN FOR ILLUSTRATION PURP05E5 ONLY. 2. SEE CHART ON SHEET G I FOR GLA55 CAPACITIES AND GLA55 OPTIONS. ; Q� ;a 3. FOR APPLICABLE DE51GN PRE55URE5 5GD REINFORCING LEVEL 1, 2 OR 3, 5EE SHEET K I. • t � ••'�•��� E7 Q THREE (3) TRACK5 4. FOR ANCHOR DETAIL5 AND CAPACITIES AT HEAD/51LL 5EE SHEET A I TO A8. i� •. POCKET5 ARE NOT PART OF TH15 APPROVAL 5. FREE STANDING JAMB E OPTION5•AND CAPACITIE5"SON 5HEET J I TO J4. �•�•�'��� ��� Sheet SE AND ARE TO BE REVIEWED BY AHJ. G. DOOR SHALL MEET EGRESS REQUIREMENT5 A5 APPLICABLE PER FBC. ��4�s'S �� �, 08 OF 47 June 23rd, 2017 co APPROVED CONFIGURATION POCKETED DOORS LAMINATED GLA55 OPTION5 5HOWN. NON-REINFORCED DETAIL5 SHOWN. cm o (NON-REINFORCED 5HOWN) SEE DETAILS FOR INSULATED LAMINATED OPTION. FOR REINFORCED DETAIL5, 5EE 5HEET D4 5EE SHEET KI FOR Dp AND REINFORCING OPTION5 TO D7 FOR (4 TRACK5), D8 TO D 12 FOR (3 ?,N Iota d DOOR FRAME WIDTH TRACKS), D 13 TO D 1 G FOR (2 TRACK5). (' z 9DOOR FRAME WIDTHcov PANEL WIDTH J tl W N C W O >, 3s W o 0 = 013 DI4 DK Z U +� V LU OFF. C13 X 0 Z O C) EXTERIORLl •• • a� 33 DETAIL �35 —DETAIL 37 DETAIL ' - r • . • p •• XO(SHOWN) 13 OPP. `ZL- 14 •e • •"••i• m • Ox 0 DOOR FRAME WIDTH •••• • • �g • • DOOR FRAME WIDTH PANEL WIDTHoe 00 669669 ••. • 4••••• • 5LD 33 33 33 • • • w ' w D13 011 DR -- - • OPP. - • • • ••• • Uj // X ell X • .. ... 100-0- . . p EXTERIOR O O • O r 33 DETAIL 35 DETAIL 33 DETAIL C)13 OPP. I 13 51M. N Z � XXg m DOOR FRAME WIDTH Z a DOOR FRAME WIDTH _ C.4 LLLO PANEL WIDTH 0 CDO >Z Z Q 1. F o > N 3Z ]6 3S 37 . OIJ 014 D14 D14 N w WLn W M U.j _ _ - OPP. 51M. 0 FF:�/r,0 /i Xi 0 � rV -4 U) LU w ~ O p EXTERIOR 3 3 DETAIL 3 4 OPPAIL 35 D MAIL 37 DETAIL OXO(SHOWN) OXO(REVERSE) DOOR FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH F. 37 3535 f 37 U_' D14 014 014 014 014 W_ SIM . OPP. 51M.lu Y 0 9' / X ell O EXTERIOR _ ,�� , • OUow ��I� o awnDaee swe� • 37 DETAIL 35 DETAIL 36 DETAIL ' 35 DETAIL 37 DETAIL Na S DRAWING NO. I OPP. 14 oPP. NOTES: I 51M. I . 14 OXXO(5HOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. * AD16-29 XXXX(SIMILAR) 2. SEE CHART ON 5HEET G I FOR GLA55 CAPACITIES AND GLA55 OPTION5. : .� �� :$ 3. FOR APPLICABLE DE51GN PRESSURES 5GD REINFORCING LEVEL 1, 2 OR 3, SEE 5HEET K 1. w•'Q E8 TWO (2) TRACKS 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/SILL 5EE SHEET A 1 TO A8. �j, •.� L QUA•,••• ��� 0._ POCKET5 ARE NOT PART OF TH15 APPROVAL 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON 5HEET J I TO J4. ��4fisS `�' � 09 0F--47 -AND ARE TO BE REVIEWED BY AHJ. G. DOOR SHALL MEET EGRESS REQUIREMENT5 A5 APPLICABLE PER FBC. _ - -- - -- - - _ - - June 23rd, 2017 APPROVED CONFIGURATION POCKETED DOOR5 - � LAMINATED GLA55 OPTIONS 5HOWN. NON-REINFORCED DETAIL5 SHOWN. cm o (NON-UlNfORCED 5HOWN) 5EE DETAILS FOR IN5ULATED LAMINATED OPTION. FOR REINFORCED DETAILS, 5EE 5HEET D4 5EE 5HEET KI FOR Dp AND REINFORCING OPTION5 TO D7 FOR(4 TRACKS), D8 TO D 12 FOR (3 rn as a DOOR FRAME WIDTH DOOR FRAME WIDTH TRACKS), D 13 TO D I G FOR (2 TRACK5). (� Z m FRAME WIDTH t- —f FRAME WIDTH Z F o = u 33 WN U_' I DI3 013 U ( 013 DIS 013 W Z N Z = PP. L PP. . v v ( — W o a I ° �W/ o O I U o I EXTERIORLL— 10 •�• °� 34 DETAIL 33 DETAIL _ _ – •••• • • a •+ 34 DETAIL 35 DETAIL �•�•• •i• 13 OPP. 13 _ PXX(SHOWN) 33 DETAIL XP(SHOWN) OD XXP(REVERSE) . 13 OPP. 14 I3 • PX(REVERSE) ••••+• • • DOOR FRAME WIDTH_ • s DOOR FRAME WIDTH = I DI] 014 DI3 I ••+••• + • :•• • W OPP. PP.lu • + L F / �L / Y// I _._. ••• •• ••• O Y O I •• • • ••• • • U— 1L IL • • D[ O n n O O n n D0 v I m L_— fn Z PXXP 34 DETAIL 36 DETAIL 34 DETAIL m'm 13 OPP. 14 OPP. 13 O � ui � DOOR FRAME WIDTH Z Q LL DOOR FRAME WIDTH Q LL • _ yN Q n n x / x cJn Z 3 Iy I Z = 013 01� Ou D1� DI3 v OPP. OPP. OPP. cli N N cn O W I Q N O tu� I X � X X y X v W J Q e�l'.•w �"'� '• ' 'r" � I W F LL I 0O (V O I o 0 JLI 34 DETAIL 35 DETAIL J36 DETAIL 35 DETAIL 34 DETAIL PXXXXP 13 OPP. — LVOPF. 14 OPP. l i DOOR FRAME WIDTH DOOR FRAME WIDTH ~ 34 33 >d 33 33 IZ U I 013 014 014 Dl� 013 W PP. OPP. U X / X / X /X O - �fk °L I ♦ ON O `�` ••L4 6 '� D-W. Xale 34 DETAIL 35 DETAIL 36 DETAIL~ 35 DETAIL 33 DETAIL NO Danwwewo. 13 OPP. � NOTES: UO"- I OPP. li PXXXX(SHOWN) �1c: AD16-29 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. i XXXXP(REVERSE) O • • 2. SEE CHART ON 5HEET G I FOR GLASS CAPACITIES AND GLASS OPTIONS. �,�� • ,t •;Z 3. FOR APPLICABLE DE51GN PRESSURES 5GD REINFORCING LEVEL 1, 2 OR 3, SEE SHEET KI . ��♦ .*•• �Qa •`�•.�(�j E9 TWO (2) TRACKS 4. FOR ANCHOR DETAIL5 AND CAPACITIES AT HEAD/511-1-5EE 5HEET A I TO A8. �i� •• • �� Sheet No. POCKETS ARE NOT PART OF TH15'APPROVAL 5. FREE STANDING JAMB SEE OPTIONS AND CAPACITIES ON 5HEET J I TO J4. ,��I�s�' � �,, 10 OF 47 AND ARE TO BE REVIEWED BY AHJ. G. DOOR SHALL MEET EGRE55 REQUIREMENT5 A5 APPLICABLE PER FBC. - - - - - - - - - _ - - - - - - -- - - - - - - - - June 23rd, 2017 -- DE51GN LOAD CAPACITY - PSF (GLA55) 'DE51GN LOAD CAPACITY - PSF (GLA55) �� SGD PANEL SIZES 9/I`6�LAMINATED GL'A55 I-1/8" IN5UL. LAMI. GLA55 5GD PANEL 51ZE5 9/16" LAMINATED GLA55 I T I/8" INSUL. LAMI. GLA55 Z cm o AVE. PANEL - C4 14 AVE. PANEL DOOR HEIGHT G 1 'G2' G3 G4 WIDTH DOOR HEIGHT G I G2 G3 G4 o0 e I WIDTH ---- (IN) (IN) +/- P5F 1 +/`PSF_ .� +/- PSF +/- PSF (IN) (IN) +/- PSF +/- PSF +/- PSF +/- PSF Z z �N. 36 102 150.0 150.0 150.0 -150.0 36 126 150.0 - 150.0 - Z -j ate- o 0 0 -126 150. 150. W - _ - 42 102 150.0 150.0 150.0 147.0 42 z 40 < °,P 48 126 102.0 - 102.0 - W Z � &i 48 102 150.0 150.0 150.0 131.0 QQ 54 102 150.0 1.39.0 150.0 120.0 54 126 102.0 - 102.0 60 102 102.0 102.0 102.0 102.0 60 126 102.0 - 102.0 - /� `r �l�� COKS�.r�C% �`, (� gm ':• 66 102 102.0 102.0 102.0 102.0 66 126 102.0 - 102.0 - h(� i-'�` •t�• '' I --72- `^` -102 f 102.0 "1-02.'0- 102.0 101.0 36 132 150.0 - 150.0 = � X Qn � leks - .�, ..yU�1 W H o •�' 4 ' V L. •(7 '" 1 36 108 150.0 150.0 150.0 150.0 42 132 150.0 - 150.0 } ••• 42 108 150.0 150.0 150.0 d 36.0 48 132 102.0 - 102.0 - M ' • 54- 48 - 132- 102.0 - 102.0 - • c ` - 108 150.0 147.0 `150.-0` 122.0 ` •• 60 132 102.0 - 102.0 - "•••• ••••• m •• 54 108 102.0 102.0 102.0 102.0 1-:- 102.0I 2. 102.0 66 132 - 102.0 - ;";'; 00 60 108 102.0 102.0 O 04600* 66 108 102.0 102.0 102.0 101.0 36 138 150.0 - 150.0 - • • 72 ' 108 102.0 102.0 102.0 95.2 42 138 150.0 - 150.0 - • • 36 114 150.0 150.0 150.0 150.0 48 138 102.0 - 102.0 - 42 114 150.0 150.0 150.0 132.0 54 138 102.0 - 102.0 - 102.0 48 114 150.0 139.0 150.0 115.0 60 138 102.0 - - 54 114 102.0 102.0 102.0 102.0 36 144 150.0 - 150.0 - 60 114 102.0 102.0 102.0 98.8 42 144 102.0 - 102.0 - 66 114 102.0 102.0 102.0 93.8 48 144 - 102.0 - 102.0 72 I I4 102.0 99.4 102.0 89.5 54 144 102.0 - 102.0 - 0 36 120 150.0 150.0 150.0 150.0 60 144 102.0 - 102.0 - 4 � v 42 120 150.0 150.0 1.50.0 129.0 cf)N U io D.L.O. WIDTH-= AVE. PANEL WIDTH - 4" . Z 48 120 150.0 132.0 148.0 110.0 D.L.O. HEIGHT'= FRAME HEIGHT - 9. 125" Do 54 120 102.0 1 102.0 102.0 101.0 60 120 102.0 102.0 102.0 92.8 a z 3 Q U. O LL 66 120 102.0 98.8.. 102.0 88.2 0 n 72 120 102.0 94:4 102.0 X85.I_,. 04 Z Z Q N N (o .. - IIf,HEAT 5TREN'D GLA55 -"'"`-�--'L " N 1/4"HEAT STREN'D GLA55 0.090' INTERLAYER BY' KURARAY " R: W N 0.090'SENTRYGLAS INTERLAYER BY r - AMERICA,INC.' 3/16'HEAT STREN'D GLA55 3/8'AIR SPACE 3/16'HEAT STREN'D GLA55 C9 Ll1 1/4'HEAT 5TREN'D GLA55 =- 3/8'AIR SPACE W 'KURARAY AMERICA,INC.' - *.,� 0.090' PAY AMERICA, INTERLAYER 3/1 6'TEMP.GLA55 -0.090'PVB INTERLAYER BY W _ .. 3/I 6'TEMP.GLA55 BY'KURARAY AMERICA,INC.' 'KURARAY AMERICA,INC.' 1/4'HEAT 5TREN'D GLA55 '�', I/4'HEAT 5TREN'D GLA55 I/4'HEAT STREN'D GLA55 . { Y / I'' 62 Lu 6 / 62 64 6 64 i. II rl. yl j 39 w dr; 4 w 42 w 6 w 5 _ m 25 m r 28 tu m N 1 28 th \ \ \ 1/4'HEAT 5TREN'D GLA55 - NOTE. 1/4'HEAT 5TREN'D GLA55 0.090'PVB INTERLAYER BY'KURARAY AMERICA,INC.' 3/16'HEAT 5TREN'D GLA55 GLASS COMPLIES WITH ASTM E 1300-09m 0.090'5ENTRYGLA5 INTERLAYER BY 3/8'.AIR SPACE 3/16'HEAT NTREN'D GLA55 3/8'AIR SPACE - I/4'HEAT STREN'D GLA55 0.090'SENTRYGLAS INTERLAYER 0.090'PVB INTERLAYER BY �(3 SEC. GUSTS). 'KURARAY AMERICA,INC.' 3/1 G"TEMP.GLA55 3/16'TEMP.GLA55 By AMERICA,INC.' 'KURARAY AMERICA,INC.' $ 1/4'HEAT 5TREN'D GLA55_ 1/4'HEAT 5TREN'D GLA55 I/4'HEAT 5TREN'D GLA55 VALs 45 45 64 I' 48 64 � 0.-D " 48 , �N,I�� g W / 28 �� •• � ,� ate Scale - 5 w 25 w '�•�.`la N' � *. D Oryuame w ' '1, 1 L I '' {�ODRAWING NO. -_ co mug m� "�� ; AD16-29 q GLA55 �i�� �5' sneeerm. s•••!•• i,�� GLA55 TYPE'G I' GLA55 TYPE'G2' GLASS TYPE'G3' 11 OF 47 9/1 6"NOMINAL OVERALL 9/I G'NOMINAL OVERALL I'NOMINAL OVERALL 1'NOMINAL OVERALL June 23►'d, 2017 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - P51' V om o .;ao A 5GD PANEL 51ZE5 LEVEL I LEVEL 2 L.----.--.t LEVEL 3 5GD PANEL SIZES LEVEL I LEVEL 2 LEVEL 3 ? koko cok d (5TD INTERLOCK W/REINF.) (BFLLY'INTERLOCK W/O.REINF-)(BELLY INTERLOCK W/REINF,.) (STD INTERLOCK W/REINF.) (BELLY INTERLOCK W/O REINF.)(BELLY INTERLOCK W/RE INN F (� Z g tvv qq AVE. PANEL AVE. PANEL _ H - WIDTH DOOR HEIGHT P5F PSF PSF PSF PSF PSF WIDTH DOOR HEIGHT PSF PSF PSF PSF PSF PSF Z (IN) ON) + - + - + - (IN) (IN) + - + + :) d 36 102 65.0 65.0 65.0 78.0 90.0 150.0 36 144 - - 65.0 78.0 85.0 102.0 . W Z 42 102 65.0 65.0 65.0 78.0 90.0 150.0 42 144 - - 65.0 78.0 85.0 102.0 '6 U• , IS .o* 48 102 65.0 65.0 65.0 78.0 90.0 150.0 48 144 - - 65.0 78.0 85.0 102.0•• 0 g .' 54 102 65.0 65.0 65.0,., 78.0 90.0 150.0 54 144 - 65.0 78.0 85.0 102.x•: �.WC.9 o 60 102 65.0 65.0 65.0 78.0 90.0 102.0 -60 1.44 - - 65.0 78.0 85.0 102.0 �. (7I, � v ..: 66 102 65.0 65.0 65.0 78.0 90.0 io2.o y LEVEL I _ LEVEL-2 LEVEL.3 ••• - 6•: M12..� _ - STD. INTERLOCKS W/ REINF. BELLY'INTERLOCK5 W/O REINF BELLY INTERLOCKS W/ RE1Nf` . � is••� • r'�72_ 102 � - - 65.0 78.0 � 90.0 . 102.0 36 108 65.0 65.0 65.0 _ 78.0 90.0 150.0 2: ••••42 108 65.0 65.0 65.0 78.0 90.0 150.0 22 22 :.Z9 •• 48 10S 65.0 65.0 65.0 78.0 90.0 150.0 18 18 • 54 108 65.0 65.0 65.0 78.0 90.0 102.0, 18 • 60 108 65.0 65.0 65.0 78.0 90.0 102.0 U) 21 66 108 65.0 65.0 65.0 78.0 90.0 102.0 g 21 7.2 108 - - 65.0 78.0 90.0 102.0 _ L I 36 114 65.0 65.0 65.0 78.0 90.0 150.0 � 22 22 42 114 65.0 65.0 65.0 78.0 90.0 150.0, Q 22 Zn 48 114 65.0 65.0 65.0 78.0 90.0 150.0 21 O 19 19 o a 54 1 14 G5.0 ' 65.0 65.0 78.0 90.0 102.0 U) V 60 I I4 65.0 65.0 65.0 78.0 90.0 102.0 g Z S :m � 66 114 - - 65.0 78.0 90.0 102.0 LL 72 114 - - 65.0 78.0 90.0 102.0 20 20 z o a J D ^o U) 36 120 65.0 G5.0- 65.0 78.0 90.0 1.50.0 Z z v 42 120 65.0 65.0 65.0 78.0 90.0 150.0 31 31 N 48 120 65.0 65.0 65.0 _ 78.0 90.0 150.0 31 o W N a 54 120 65.0 65.0 65.0 78.0 90.0 102.0 32 32 U) J 60 120 . 65.0 65.0 65.0 78.0 90.0 102.0 - - 18 18 w ~ 18 . . 66 120 - - 65.0 78.0• 90.0 1.02.0 V' 72 120 - - 65.0 78.0 90.0 102.0 � - - 31 36 126 - - 65.0 78.0 85.0 102.0- Q 31 32 42 126 - - 65.0 78.0 85.0 102.0 Z - � 18 48 126 - - 65.0 78.0 85.0 102.0 54 126 - - 65.0 . 78.0 85.0 102.0 Q 31 60 126 - - 65.0 78.0 85.0 102.0 LU - 19 19 66 126 - - 65.0 78.0 85.0 102.0 •36 132 - - 65.0 78.0 85.0 102.0 r Ln m 42 132- - - 65.0 78.0 85.0 102.0 Z 20 20 48 1 32 - - . 65.0 78.0 85.0 102.0 s .�+<�N s 54 132 - - 65.0 78.0 85.0 102.0 60 132 - - 65.0 78.0 85.0 102.0 FRAME WIDTH _ m _ :�� , AVE. PANEL WIDTH.= �. t .•. •. • Down Date - - 66 - 132 - r - 65.0 - 78.0' 85.0 102.0 # OF PANELS �••' ow 36 138 - - 65.0 78.0 85.0 102.0 Np 0 DRAWING NO. 42 138 - - 65.0 78.0 85.0 102.0 = 41 . 'AD16-29 48 138 - - 65.0 78.0 85.0 102.0 * • / OF ,.o 54 138 - - 65.0 78.0 85.0 102.0 K1 a 60 138 - - 65.0 78.0 85.0 102.0 , ••• '�`'Q�•'•`•��,,,, sn•et NO. •••....• ,��i�tiF3S R`�' �� 12 F47 June 23rd, 2017 ` 5 ILL RAISER OPTIONS 5110WN ON 2 TRACK DOORS) V om P051TIVE LOAD LIMITED A5 FOLLOW DUE TO WATER INFILTRATION Neiy s lo IL z r c - Z < N WA H ...... :?4�•U 38 W.� v •••• } U�� ••• 00 - - — _ • • •� 0006 ...° _ •. .• .• ..•. •.. (V Li nm ET , F-1 r,. a < O n as O r (n U t0 Q V a v v ° a d Ui m xx a O Q LL LL U Z Z Q f` CD N N Pd MAX._+65 PSF - Pd MAX.=+85 P5F Pd MAX.=+90 P5F N U)a w .�� v? J U W W ~ - - S e1�u1 8 ON ..... •.. _ .—..- _ — r _ _ %.IZZ `wa •� y-♦ Dawn tate _ Scale _. -- -- '. - y ♦. ..•_TAN. :* OW14WIG VWV�• 6 • DRAWING NO. t e � - AD16=29 i OF • K2 �•,��.0 •0•Q ••�.� eet ShNo. - t i��i`►�,SS �'�'�(�j♦�� 13 OF 47 • June 23rd, 2017 1OD co 2 TRACK FREE STANDING JAMB CAPACITY - PSF 2 TRACK FREE STANDING JAMB CAPACITY - PSF __ U RI JAMB W/O JAMB W1 JAMB W1 FIXED STILE W/O FIXED STILE W1 FIXED STILE W1 15 15 ? 00 SGD PANEL 51ZE5 REINF. ALUM REINF. STEEL REINF. 5GD PANEL SIZES REINF. ALUM REINF. STEEL REINF. FN- 0H Z AVE.PANEL DOORPSF PSF PSF. PSF PSF PSF AVE. PANEL DOOR P5F _ P5F -PSF' P5F P5F P5F WIDTH HEIGHT WIDTH HEIGHT j (IN) (IN) + +- - + - (IN) (IN) + - + - - + W z o w 36 85.0 102.0 85.0 102.0 85.0 102.0 36 54.0 54.0 71 .0 71 .0 85.0 102.0 4 C U 42,, 85.0 100.0 85.0 102.0 85.0 102.0 42 47.0 47.0 62:0 62.0 85.0 89.0 ; : .�. le � � ••• 48 85.0 90.0 85.0 102.0 85.0 102.0 48 42.0 42.0 55.0 55.0 79.0 79.0 a �°D • •w •U 54 �"4 54,-, 83:0 83.0 85.0 102.0 85.0 102.0 54 120 '37.0 37.0 49.0 49.0 72.0 72.0 GO X77.0 77.0 85.0 102.0 85.0 102.0 60 34.0 34.0 45.0 45.0 66.0- 66.0 66 �7, ..'O 73.0 85.0 97.0 85.0 102.0 66 32.0 32:0 42.0 42.0 61 .0 61.0 ��� -+ • co 72 71!0� ,, 71..0 85.0 93.0 85.0 102.0 72 30.0 30.0 39.0 39.0 57.0 57.0 .. . • 0000• 36 85.0 '�t98,0, 85.0 102.0 85.0 102.0 36 49.0 49.0 64.0 64.0 85.0 93.0 :00: 42 85.0 86.0 ` 85:0- 102.0-_85.0 102.0 42 42.0 42.0 56.0 56.0 '81.0 81 .0 ' to � •�• 48 77.0 77.0 85:0 '-102.0 - 85.0 102.0 48 126 37.0 37.0 49.0 49.0 . 72.0 72.0 So • • 54 90 71.0 71 .-0- 85.0 y X93.0 85.0 102.0 54 34.0 34.0 44.0 44.0 64.0 64.0 60 66.0 66.0 85.0 86.0 `85.0 102.0 60 31.0 31 .0 41.0 41.0 59.0 59.0 JAMB W/ LOCK STILE JAMB W/ FIX STILE 66 62.0 62.0 82:0 82.0 '55-0-,,-102.0 66 - - 38.0 38.0 55.0 s5.o UNREINF: UNREINF. 72 59.0 59.0 78.0 78.0 85.0`i 11;02.0 36 44.0 44.0 59.0 59.0 85.0 85.0 36 85.0 86.0 85.0 102.0 85.0 1 b2.0-j 42 38.0 38.0 51 .0 51.0 73.0 73.0 i - 42 75.0 75.0 85.0 99.0 85.0 102.0 - `'~* ,3' 48 132 34.0 34.0 45.0 45.0 65:0 65.0 3/1 611X4° ALUM 3/1,6°X4° ALUM. o r- 48 67.0 67.0 85.0 88.0 85.0 102.0 `54 �•'� . 31.0 31 .0 40.0 40.0 58.0 58.0 OR 5' EL BAR OR STEEL BAR o a 54 96 61 .0 61 .0 80.0 80.0 85.0 102.0 60 ., - - 37.0 37.0 53.0 53.0 U tD 60 56.0 56.0 74.0 74.0 55.0 102.0 36 x'4,1 .0 41 .0 53.0 53.0 77.0 77.0 m.a 66 53.0 53.0 70.0 70.0 85.0 101.0 42 '35.0-1 , 35.0 46.0 46.0 67.0 67.0 c9 � >w � � Z Q 72 50.0 50.0 66.0 66.0 85.0 96.0 48 138 31.0 3 I,O 4 I .O 4 I .0 59.0 59.0 o z r n 36 76.0 76.0 85.0 100.0 85.0 '102.0 54 - -+ `"37.00 37.0 53.0 53.0 o Z z a 42 66.0 66.0 85.0 87.0 85.0 102:0 60 - 33:0'` > 33.0 48.0 48.0 a N N c/) n 48 59.0 59.0 .77-.0 77.0 85.0 102.0 36 37.0 37.0 49.0 ':,49:O:,,,*j_ 71 .0 71-0 W 54 102 53:0 53.0 70.0 70.0 85.0 102.0 42 32.0 : 32.0 42.0 42.0 ``6'I Q, 6100 cb vb w 60 49.0 49.0 65.0 65.0 85.0 94.0 ,48 144 - - 37.0 37.0 5450' -54.0 W '66 46.0 46.0 61.0 61 .0 85.0 88.0 54 - - 33.0 33.0 49.0 '49:0;t 72 43.0 43.0 57.0 57.0 83.0 83.0 60 - - 31.0 31.0 44.0 44.6 36 67.0 67.0 85.0 89.0 85.0 102.0 _ 42 58.0 58.0 77.0 77.0 85.0 102.0 ' 48 52.0 52.0 68.0 68.0 85.0 99.0 AVE. PANEL WIDTH = FRAME WIDTH 1'S - 15 54 108 47.0 47.0 .62.0 .62.0 85.0 90.0 # OF PANELS 60 43.0 43.0 57.0. 57.0 83.0 83.0 JAMB W/ LOCK 5TIL--� JAMB W/ FIX STILE 66 40.0 40.0 53.0 53.0 77.0 77.0 REINF. REINF. 72 38.0 38.0 50.0 50.0 73.0 73.0 36 60.0 60.0 79.0 79.0 85.0 102.0 NOTE: STILE SHOWN FOR '''"1m 42 .,., 52.0, 52.0 69.0 .69.0 85.0 100.0 , LAMINATED GLA55 OPTION ONLY. I .- 48 46.0 46.0 61 .0 61 .0 85.0 88.0 CHART COVERS BOTH INSULA "����� 54' I I4 42.0 42.0 55.0 55.0 80.0 So.o LAMINATED AND LAMINATED GLA55 ,. Owft No0* _ - - - - - OPTIONS. - .` �,•• ♦ Down Date -_Rale 60 38.0 38.0 -51'.0 51 .0 73.0 73.0 �� "��vZ aN � D�'y`°'6 5 DM 66 36.0 36.0 47.0 47.0 68.0 68.0 Np a _ _ 72 33.0 33.0 44.0 ` 44.0 64.0 64.0 - -�' AD16-29 No. t '4• � • � Ji • Q •.••r.. ♦ Sheet No. 14 OF 47 _ - June-23rd, 2017 - - T �QD OD 3 TRACK F.5TANDING JAMB 3 TRACK DESIGN LOAD JAMB V a CAPACITY - PSF CAPACITY - PSF _ Z c4c JAMB W/ JAMB W/ 3/1 G`XG I/8" - 3/16"XG 1/8" Z So 5GD PANEL SIZES SGD PANEL SIZES ALUM REINF. ALUM REINF. ALUM. BAR ALUM. BAR Z AVE. PANEL DOOR PSF PSF PANEL DOOR PSF PSF ^ rare W N WIDTH HEIGHT WIDTH HEIGHT (IN) (IN) I + - (IN) (IN) + - u�•�-r r 3G 85.0 102.0 3G 85.0 102.0 ' • z 0(4J �:• r }' . • 42 85.0 102.0 42 85.0 102.0 a,.r `~ •.•.•• gm �• 48 85.0 102.0 48 85.0 102.0 000000 LM " o 54 84 85.0 102.0 54 120 85.0 102.0 5 5 •"' '�' (7' �' ••' GO 85.0 102.0 GO 85.0 102.0, • • GG 85.0 102.0 6G 85.0 1OLo- - _ __ _ _ ,, _ _.__•_ • m ••• 72 85.0 102.0 72 85.0 102.0 "•'•' • • 3G 85.0 102.0 3G 85.0 102.0 000• 42 85.0 102.0 42 85.0 102.0 • .. . •�+ .• 48 85.0 102.0 48 I2G 85.0 102.0 �. s • . #J 54 90 85.0 102.0 54 85.0 102.0 GO 85.0 102.0 GO 85.0 102.0 GG 85.0 102.0 GG 85.0 102.0 .72 85LIU].0 102.0 3G 85.0 102.0 3G 85.0 102.0 42 85.0 102.0 '� p I- 42 85.0 102.0 48 132 85.0 102.0 ✓' tr .�y v 48 85.0 102.0 54 85.0 102.0 �� U Z 54 9G 85.0 .102.0 GO 85.0 102.01. a M ;,f'' JAMB W/ LOCK STILE JAMB W/ FIX STILE GO 85.0 102.0 3G 85.0 102.0 � REINF. REINF. z Q ,GG 85.0 102.0 •42 85.0 102.0 ,. O U_ 72 85.0 102.0 48 138 85.0 102.0 ,. o Z z cm 3G 85.0 102.0 54 85.0 102.0 ' o N 42 85.0 102.0 GO 85.0 198:0 NOTE: STILE SHOWN FOR LAMINATED w Lo 0 48 85.0 102.0 : 3G a5.o;f 102.0 GLA55 OPTION ONLY. CHART COVERS W 54 102 85.0 102.0' 42 x;85:0 102.0 BOTH INSULATED LAMINATED AND w GO 85.0 102.0 48 144 85.0 102.0 LAMINATED GLA55 OPTIONS. GG 85.0 102.0 54 85.0 99.0 72 85.0 102.0 Go, 85.0 90.0 3G 85.0 102.0 42 , 85.0 102.0 ` DAVE. PANEL WIDTH = FRAME WIDTH 48 85.0 102.0 . # OF PANELS 54 108 85.0 . 102:0' 8 GO 85.0 ;102.0 GG 85.0!' 102.0 - �m 72 �Z85.0 102.0 3G df 85.0 102.0 • 42 85.0 102.0 48 85.0 102.0 �� � v�!4 ��.• � Drawn Date Scale 54 I 1 4 85.0 . 102.0 x • -•�AFN.jo'W 1% °''.•`°s GO 85.0 102.0 t4o 5 f DRAWING NO. GG 85.0 102.0 _ AD16-29 72 85.0 102.0 Of ' � J2 .� t ,,,, '••�tQ R��`•����,, sheet No. 15 OF 47 -June 23rd,-2017 - • �co TYPICAL ANCHOR cm a 3 PER LOCATION STAGGERED PANEL WIDTH TYPICAL ANCHOR ? rn -Da e IN PAIR55TAGGERED0. TYPICAL ANCHOR = ` `�"'^ --,yy @.3" O.C.� Z IN PAIR5,.@'3" O.C. _ WNa U - 111z $ 4 w •� >; 0 111'0 c� ... 1 ... QB - N. 10 ••• .• • i • \ b r — CC •• • . • co 13 LU LLJ ' � r` . LU N i 0O CU Z O O t - m w _ u � • o 0 U. w c_n 0 , J r. - zo 0 N ' o w Z 3/8 MAX. SHIM ' 3/8" MAX. 1 3/8" MAX. t9 m r t' 5HIM SHIM L O a 4 TRACK 5GD LL G 2 TRACK 5GC'q . - n Lo z 3:Cl a N .> C N O> NCD t0 ND LU t C O JAMB ANCHOR TYFE5: w J JAMB ANCHOR CHART w TYPE "A I": 1/4" DIA. KWIKCON (Fu= 137 K51, Fy= 138 K51) 2 TRACK, 3 TRACK OR 4 TRACK 3 1/2" MIN. EMBED INTO WOOD OR THRU WOOD WITH 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE ,JAMB ANCHOR MAX. ANCHOR 1-0 2 1/2" MIN. EDGE D15TANCE, 3" MIN. O.C. TYPE SUBSTRATE Z SHIM SPACING Z 5/8' 1/4" DIA. KWIKCON'(Fu= 137 K51, Py= 138 K51) A I CONC. 1/4" 18" Z Q 112" MIN. EMBED INTO WOOD OR THRU WOOD WITH A I WOOD/CONC. 3/8" 12" o- o ,I" MIN. EMBED INTO C90 CONCRETE BLOCK WOOD/C90 Lo I/2" MIN. EDGE DISTANCE, 3" MIN. O.C. AI BLOCK 3/8" I2" m 13'1 CONC. 3/8" 18" TYPE "B 1": 1/4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) B I WOOD/GONG. 3/8" 12" 112" MIN. EMBED INTO WOOD OR THRU WOOD WITH G I METAL I/4" 15' 2 TRACK 5GD 3 TRACK 5GD 4 TRACK 5GD 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 5m 2 112" MIN. EDGE D15TANCE, 3" MIN. O.C. C 1 METAL 3/8" 12" D I METAL wm 3/8" a TYPE "D 1": 1/4" DIA. TEK5/DRIL-FLf-X 5CREW GRADE 5 (Fu= 120 K51, Fy=92 K51) INTO METAL STRUCTURE �� %iig ALUMINUM:,1/8" THK. MIN. (GOG3-T5 MIN.) ♦ .•EL ••• Dr"w"wte Sale STEEL: I/8" THK. MIN. (Fy=3GK51, MIN.) _ _ _ N� 5 S OMWING NO. TYPE"'E 1": 5/1 G" TEK5/DRIL-FLEX 5CREW (Fu= 120 K51, Fy=92 K51) * A.D16-29 INTO METAL STRUCTURE * ' �� • ALUMINUM: 1/5"THK. MIN. (GOG3-T5 MIN.) �,p• t 2 •p� J3 STEEL: 1/8"THK. MIN.'(Fy=3GK51, MIN.) , •••' Q�••`••� ij � •�••d•N• �,�� Sheet No. 16 OF 47 5TEEL IN CONTACT WITH ALUM. TO BE PAINTED. June 23rd, 2017 _ r ,4- co PANEL WIDTH Z cm r- r °q r- . s T_ z Nto to 530 to TYPICAL ANCHOR TYPICAL ANCHOR Z_ F 4;f.; 51NGLE ROW @ 12" O.C. „ .51NGLE ROW @ Ir2O.C. � i d 2" 2 Wz. o w Wn 0 1211 d e i`, 666:6• •�- ••• a wy • V ��1+ 6906 • w ••� V ° d 0660 Lr •• .-(l • •• /\ 000000 •6•• •00 •• •• w•0• 000 • W I . •••9•• • • r • 0 0 /� — - - -Ujo V m cn 43g to m o TYPICAL ANCHOR z 0 a 51NGLE ROW @ 12" O.C. p D - 2" uJi Z �¢ _ N Zc N, N 1 G" N L p W cn •' U J JAMB ANCHOR TYPE5: cb w TYPE "152": 1/4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) META T UCTURE I 1 3/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE — 1 5/1 G" MIN. EDGE DISTANCE{ I TYPE "D2": 1/4" DIA. TEK5-5ELF DRILLING SCREW(Fu= 1 20K51,FY=92 K51) INTO METAL STRUCTURE – ALUMINUM: 1/8"THK. MIN. (GOG3-T5 MIN.) 5TEEL: 1/8" THK. MIN. (Fy=3GK5I,4 IN ) TYPE "D2A": 1/4" DIA. SMS (Fu=74 K51;'Fy=57 K51) — — I 112" MIN. EMBED INTO'WOOD 5TRUCTURE (5G=0.55 MIN.) I" MIN. EDGE D15 ANCE — m — ��i • `,��� 0•tt ••0 � Dawn Daft Scale • i • DRAWING No. a AD16=29 of • ' '4• � '? J4 -7 17 OF 47 _June 23rd, 2017 — - - t co � HEAD ANCHOR CAPACITY - P5F HEAD ANCHOR CAPACITY - P5F V �C s to 5GD PANEL 51ZE5 ANCHOR TWE "A"OR"AA' ANCHOR TYPE "B" 5GD PANEL SIZES ANCHOR TYPE "A"OR"AA" ANCHOR TYPE"B" rn (' co a Z AVE. PANEL DOOR A4 A6` ` A8 A I O ,B4 B6 B8 AVE. PANEL DOOR A4 A6 A8' A I O B4 B6 B8 Z F l` t WIDTH HEIGHT AA4' AAG AAS AA'1 O WIDTH HEIGHT AA4 AAG AA8 AA I O - - q (IN) (IN) +/- `� +/- +/- +/- +/- +/- +/- (IN) (IN) +/- +/- +/- +/- +/- +/- +/- W Z o 36 132.4_ 150.0 150.=l0.0 15P.0_ 150.0 150.0 36 85.6 128.5 150.0 150.0 109.8 150.0 150.0 • .0•C4 y; 42 1 18.9 150.0 150.0 150.0 150.0 150.0 150.0 42 75.6 : 1 13.5 150.0 150 . 97.0 145.5 150.0 ; .'. •� m ••• 46 109.2 150.0 150.0 150.0 140.0 150.0 150.0 48 68.3 102.4 136.5 150.0 87.5 131.3- 150.0 •• • Z! •. ...... x,13 ... 54 84 102.2 1 50.0 150.0 150.0 13 I.O 150.0 150' '54 120 62.6 93.9 125.2 150.0 80.3 120.4 150.0 see:** W:!.IQ, N o o • 60 97.1 145.6 150.0 1 50.0 1 24.4 150.0 150.0 60 58.2 87.4 1 16.5 145.6 74.7 '1 12.0 149.3 000000 J •: 66 93.4 140.1 150.0 1 50.0 1 19.8 150.0 150.0 66 54.8 82.2 109.5 136.9 ' 70.2 105.3 140.4 00:6•:•• •• o o ••• (_72 (91 .O 136.5' 150.0 150.0 116.7,x` 1 50.0 150.0 72 52.0- 78.0 104.0 130.0- - 66.7 100.0 - 133.3 -- - = '06 •• 0:4• ago •• 36 1 21 .3 150.0 150.0 150.0 150.0 150.0 150.0 36 80.9 121 .3 150.0 150.0 103.7 - 150.0 150.0 :00.00 .' RrG_ 0 108.5 150.0 150.0 150.0 139.1 150.0 150.0 42 71.3 107.0 142.6 150.0 91 .4 137.1 150.0 99.3 148.9 150.0 150.0 127.3 150.0 150.0 48 126 64.2 96.4 128.5 150.0 82.4 i 23.5 150.0 : .•.90 92.4 138.7 150.0 150.0 118.5 150.0 150.0 54 58.8 88.2 117.7 147.1 75.4 113.1 150.0 87.4 131 .0 150.0 150.0 112.0 150.0 150.0 60 54.6 81 .9 109.2 136.5 70:0 105.0 140.0 66 93.6 125.4 150.0 150.0 107.2 150.0 150.0 66 51 .2 76.9 102.5 128.1 65.7 98.5 131 .4 72 80.9 121 .3 150.0 150.0 103.7 150.0 150.0 36 76.6 114.9 150.0 150.0 98.2 147.4 150.0 36 112.0 150.0 150.0 150.0 143.6 150.0 150.0 42 67.5 101.2 134.9 150.0 86.5 129.7 150.0 42 99.8 149.8 150.0 150.0 128.0 150.0 150.0 48 132 60.7 91.0 121.3 150.0 77.8 116.7 150.0 0 48 91.0 136.5 150.0. 150.0 116.7 150.0 150.0 54 55.5 83.2 110.9 138.7 71.1 106.7 142.2 p 4 54 96 84.4 126.6 150.0 1 50.0 108.2 150.0 150.0 , 60____d 51 .4 77.1 102.8 1 28.5- 65.9 98.8 131 .8 Cl)N V tO I I 0.0 1 50.0 101.8 150.0 150.0 66. 48.1 72.2 96.3 120.3 61 .7 92.6 123.4 ?-a 60 79.4 119.1 5 (p 66 75.6 1 13.5 150.0 150.0 97.0 145.5 150.0 36 72.8 109.2 145.6. 150.0 93.3 140.0 150.0 z 0 J LL 72 82.8 109.2 145.6 150.0 93.3 140.0 150.0 .42 :64.0 96.0 128.0 1,50.0 82.1 .1 23.1 150.0 O a " 36 104.0 150.0 150.0 150.0 133.3 1 50.0 150.0 48 138 57.5 86.2 114.9 143.7. 73.7 1 10.5 147.4 C/) Z z v 42 92.4 138.7 150.0 150.0 118.5 150.0 ..150.0 54 52.5 78.7 104.9 131.2 67.3 IOO.9 134.5 0 W) N04 CN Ln 48 .84.0 126.0 150.0 150.0 107.7 150.0 150.0 60 48.5 72.8 97. 1 121.3 62.2 93.3 124.4 11J M 54 102 77.7 1 I G.5 150.0 150.0 99.6 149.3 150.0 36 69.3 104.0 138.7 150.0' 88.9 133.3 150.0 v) w 60 72.8 109.2 145.6 150.0 93.3 140.0 150.0 42 60.9 91 .3 121.8 150.0 78.0 117.1 150.0 U ~ 66 69. 1 103.6 138.1 150.0 88.5 132.8 150.0 48 144 54.6 8109 109.2 136.5 70.0 105.0 140.0 72 66.2 99.3 132-.4 150.0 84.8 127.3 ' 1 50.0 54 49.8 74.7 99.6 124.4 63.8 95.7 127.6 36 97.1 145.6 150.0 150.0 124.4 150.0 150.0 60 46.0 69.0 92.0 114.9 58.9 88.4 117.9 42 86.1 .129.1 150.0 150.0 1 10.3 150.0 150.0 48 78.0 117.0 150.0 150.0 100.0 150.0 150.0 A4 OR AM - A CLUSTER OF (4) TYPE "A" OR "AA" ANCHOR5 AT HEAD 54 108 71.9 107.9143.8 150.0 92.2 • 138.3 150.0 AG OR AAG- A CLU5TER OF (6) TYPE "A" OR "AA" ANCHOR5 AT HEAD 60 67.2 100.8 134.4 150.0 86.2 129.2 150.0 A8 OR AAS- A CLUSTER OF (8) TYPE "A" OR "AA" ANCHOR5.AT HEAD 66 63.5 , 95.3 127.1 150.0 81.5 122.2 1 so.o A 10 OR AA I O:- A CLUSTER OF (1 O) TYPE "A" OR "AA" ANCHOR5 AT HEAD 72 60.7 91 .0 121.3 150.0 77.8 1 16.7 150.0 B4 - A CLU5TER OF (4) TYPE "B" ANCHOR5 AT HEAD 36 91 .0 136.5 150.0 1 50.0 1 16.7 150.0 150.0 B6 - A CLU5TER OF (6) TYPE "B" ANCHORS AT HEAD 42 80.5 120.8 150.0 1 so.o 10302 1 so.o 150.0 B8 = A CLUSTER OF (8) TYPE "B" ANCHOR5 AT HEAD .ca<�ii d 48 72.8 109.2 145.6 150.0 93.3 140.0 150.0 - t, z 54 1 14 66.9 100.4 . 133.9 150.0 85.8 128.7 150.0 FOR ANCHOR TYPES LAYOUT, SEE SHEET A6 A7 ������.•� ��s . D.-We S� 60 T - 62.4` "93.6 -124.8 150.0 80:0 120.0- 150.0 - - -- - - __ _ _ _ _ w �� ,;••vZ�N.�?�(� ;* 081 °1 66 58.8 88.2 117.7 147.1 75.4 1 13.1 150.0 . _ foo ' oiuw"�ao. 72 56.0 84.0 1 12.0 . 1 12.0 7 I.8 107.7 143.6 �c: AD16-29 � CF Al � ,♦, •••�R L Q�••.���,,,� sneer"o. 18 OF 47 June 23rd, 2017 �Q HEAD ANCHOR CAPACITY - P5F HEAD ANCHOR CAPACITY - PSF a Z CV 5GD PANEL SIZES ANCHOR TYPE "BB" 5GD PANEL SIZES ANCHOR TYPE "BB" to to d z M ee AVE. PANEL DOOR AVE. PANEL DOOR Z F d`'d o WIDTH HEIGHT 15134 BB6 131345 (3B I O WIDTH HEIGHT (3154 BB6 13135 BB 10 7 0 (IN) (IN) +/- - +/- I +/- I +/- C 63.2 94.8 126.4 150.0 .z �." 36 97.2 145.8 150.0 150.0 36 • 42 86.7 130.0 150.0 150.0 42 55.6 83.3 1 1 1.1 138.9 ' ' •"'• °� ••• 48 79.0 1 18.5 - 150.0 150.0 48 138 49.9 74.8 99.8 124.7 •••• • •• 54 96 73.3 109.9 146.6 150.0 54 45.5 68.3 91 .1 1 13.9 .0*0 0 0 . CQ 0 .. v 60 68.9 103.4 137.9, 150.0 60 42.1 63.2 84.3 105.3 0090 } ••• 66 65.7 98.5 131.3 150.0 36 60:2 90.3 120.4 150.0 •••• '• 72 63.2 94.8 -I 26.4 '1 50.0- -`^ 42- ` ` 52.9 79.3 - 105.7 132.1 - . co 36 90.3 135.4 150.0 150.0 48 144 47.4 71.1 94.8 115.5 •• • 42 80.3 120.4 150.0 1 50.0 54 43.2 64.8 86.4 108.0 • •• 1�166* 48 72.9 109.4 145.8 150.0 60 39.9 59.9 79.5 99.8 ••• • ... 54 102 67.4 101 .1 134.8 .150.0 • 6o 63.2 94.8 12G.4 150.0 BB4 - A CLU5TER OF (4) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGAL 66 60.0 89.9 119.9 149.9 BB6 - A CLUSTER OF (G) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL. 72 57,5 86.2 1 14.9 143.6 B138 - A CLUSTER OF (8) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL 36 84.3 126.4 150.0 1 50.0 BB 10 - A CLUSTER OF (1 O) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL O ^ 42 74.7 1 12.1 149.4 150.0 ^ 48 67.7 I OI .6 135.4 150.0 FOR ANCHOR TYPE5 LAYOUT, SEE SHEET A7 O r A Go 54 108 62.4 93.6 124.8 , 150.0 Z 60 58.3 87.5 1 16.7 145.8 0 (1) co C7 66 55.2 82.7 110.3 137.9 _ XX Z � Q ILL Q 72 52.7 79.0 105.3 131 .7 O a LL r- _� ^ r- 36 "" 79.0 1.18.5 150.0 150.0 o Z z 4 42 69.9 104.8 139.8 150.0 > N N > N co O N (/1 vNi v, 48 63.2 94.6 126.4 150.0 W `=-' U) m . 54 114 58.1 87.2 116.2 145.3ch W w 60 54.2 81.3 108.3 135.4 66 51 .1 76.6 102.1 127.7 72 48.6 72.9 97.2 121.5 36 74.4 1 1 1 .5 148.7 150.0 42 65.7 98.5 131 .3 150.0 48 59.3 88.9 118.5 148.1 54 120 54.4 81.5 108.7 135.9 60 50.6 75.8 101 .1 126.4 66 47.5 71 .3 95.1 118.9 72 45.1 67.7 90.3 1 112.9 �m 36 66.5 99.8 133.1 150.0 42 58.6 87.8 117.1 146.4 d ►uu� 48 132 52.7 79.0 105.3 131 .7 54 48.2 72.2 96.3 120.4 ����•�•ff Z�rr �� onwn Date kale 6p - 44.6 66.9 89.2 III .5 __ _ _ _ _ _ _ ._ _ �� �• AN.�'� �* °A•018 66 4 I .8 G2.7 83.6 104.5 �p 5 0 oanwiec NO. AD16-29 OF •!�L Q R• �•re�► • ,',,,I��� ••rare ��,,� Sheet w. 19 OF 47 June 23rd, 2017 1 HEAD ANCHOR CAPACITY - PSF HEAD.ANCHOR CAPACITY - P5F V om Z �a� a i e 5G[) PANEL SIZES ANCHOR TYPE "CC" 5GD PANEL 51ZE5 ANCHOR TYPE "CC" co 0, � z AVE. PANEL DOOR CC4 CCG CC8 CC I O AVE. PANEL DOOR CC4 CCG CC8 CC 10 WIDTH HEIGHT WIDTH HEIGHT (IN) (IN) +/- +/- +/= +/- (IN) (IN) W W Z0 w 36 109.9 150.0 150.0 150.0 36 71 .5 107.2, 142.9 150.0 Z U a; 42 98.0 147.0 150.0 150.0 42 62.8 94.2 125.7 150.0 0 �• 48 89.3, 134.0 150.0 150.0 48 138 56.4 84.6 1 1 2.8 141 .1 • •�• 4 • 54 96 82.9 ' 124.3 150.0 150.0 54 51-5 77.3 103.0 128.5 .... .. • } ••: -e P•..:. 60 78.0 1 16:9 150.0 150.0 60 47.6 7 I.5 95.3 119:1 '••••• Do 66 74.3 1 1 1 .4 148.5 -1 50.0 3G 68. 1 102.1 136.1 150.0 •• V 0 •• • • . . :o o • 72 _ 71 5 107.2 142:9 : 150.0 •••• •� ••� 42 59.8 89.6 119.5 149.4 _ m ...... 36 102. 1 150.0 150.0 150.0 48 144 53.G 80.4 107.2 134.0 .. .. .... .�ii ... 42 90;8 136.1 150.0 150.0 54 48.9 73.3 97.7 122.2 """ •� • ; U 48 82.5 123.7 150.0 150.0 GO 45.1 67.7 90.3 112.8 54 102 76.2 114.3 150.0 150.0 _ • • • GO 71.5 107.2 142:9 150.0 CC4 - A CLUSTER OF (4) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL • GG G7.8 101 .7 135.6 149.9 CCG - A CLUSTER OF (G) ANCHORS TYPE "CC" AT INTERLOCKA5TRAGAL 72 65.0 97.5 129.9 143.6 CC8 - A CLUSTER OF (8) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL - 36 95.3 142.9 150.o 150.0 CC 10 - A CLU5TER OF ( 1 O) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL 42 84.5 126.7 150.0 150.0 0 48 76.6 114.9 150.0 150.0 FOR ANCHOR TYPES LAYOUT, SEE SHEET A7 o o a 54, 108 70.6 105.9 141 .2 150.0 N U GO 66.0 99.0 131 .9 1.50.0 C7 66 62.4 93.6 124.7 150.0 w C7 r> Z O a LL cq 72 59.6 89.3 119. 1 148.9 LL 36 89.3 134.0 150.0 150.0 � Z z 4 4 04 CID 2 79.0 118.6 150.0 150.0 N N 0 N (n Lin Ul) 48 71 .5 107.2 142.9 150:0 o W J 54 1 14 65.7 98.6 131 .4 150.0 � w LU -GO 61 .3 91 .9 122.5 7 150.0 66 57.8 8G.G 115.5F144.472 55.0 82.5 109.936 84.1 1 26.1 150.042 74.3 11 1 .4 148.5 - 48,_ 67.0 100.5 134.0 150.0 54 120 61 .5 92.2 123.0 150.0 60 57.2 85.8 114.3 142.9 8 66 53.8 .80.7, 107.5 134.4 72 51 .0 76.6 102. 1 127.6' g 8m 36 75.2 1 12.8 150.0 150.0 42 66.2 99.3 132.4 150.0 a aur11 48 132 59.6 89.3 119.1 148.9is 54 54.5 8 I .7 108.9 136.I ♦♦ , ,♦ y.!h ?�•. Onwn Date Scale 60 50.4 75.7 100.9 126.1 �� �'1�IXAN• W D•'' 16 NO DRAWING NO. 66 47.3 70.9 94.5 118.1 `- . AD16-29 OF • ' � ''Q• K � � A3 2 .�L.QN.•`'.�C? ••......• �i ♦ Sheet No. '8 A`!'♦♦♦� 20 OF 47 June 23rd, 2017 CO.co O O HEAD ANCHOR CAPACITY - P5F HEAD ANCHOR CAPACITY - P5F V -im a 5GD PANEL 51ZE5 ANCHOR TYPE"C" ANCHOR TYPE "D" ANCHOR TYPE "E" 5GD PANEL 51ZE5 ANCHOR TYPE "C" ANCHOR TYPE "D" ANCHOR TYPE "E" rn 8a � U z M f AVE. PANEL DOOR C4 C6 D4 D6' D8 E4 E6 AVE. PANEL DOOR C4 CG D4 DG D8 E4 E6 Z WIDTH HEIGHT WIDTH HEIGHT j fir° (IN) (IN) +/- +/- +/- +/- +/- +/- +/- (IN) (IN) +/- +/- +/- +/- +/- +/- +/- to e 150.0 150.0 114.9 150.0 150.0 150.0 150.0 36 147.8 150.0 74.4 1 1 1 .5 148.7 138.0 150.0 W Z' N 36 >" 42 150.0 150.0 103.2 i 50.0 150.0 150.0 150.0 : 42 130.5 150.0 65.7 98.5 131 .3 121.9 150.0 .• • .� mco .9 ... 48 150.0 150.0 94.8 142.2 150.0 ` 150.0 150.0 48 1 17.8 150.0 59.3 88.9 1 18.5 110.0 150.0 " • �m • .$al *s3 54 84 150.0 150.0 88.7 133.1 150.0 150.0 150.0 54 120 108.0 150.0 54.4 81 .5 108.7 100.9 150.0 9 0 0 0 0 0 •W _3 °� 000000 .� • 60 150.0 150.0 84.3 12G.4 150.0 150.0 150.0 60 100.5 150.0 50.6 75.8. 101 .1 93.9 149.3 000000 !; ••• 66 150.0 150.0 81 .1 121.7 150.0 . 150.0 150.0 66 94.5 141.7 47.5 71 .3 95.1 88.3 140.4' _ i- :00: 000000 °� ' 72 _ 150.0 150.0 79.0 1 18.5 150.0 146.7 1.50.0 72 89.7 134.6 45.1 67.7 90.3 93.8 133.3 _ 0 m •• 36 150.0 150.0 105.3 150.0 150.0 150.0 150.0 36 139.6 150.0 70.2 105.3 140.4 130.4 . 150.0 0 a 42 150.0 150.0 94.2 141.3 150.0 150.0 150.0 42 123.0 150.0 61 .9 92.9 123.8 1 14.9 150.0 ' 48 150.0 150.0 86.2 129.3 150-0 - 150.0 150.0 48 1 10.8 150.0 55.8 83.6 I,1 1 .5 103.5 150.000 . ; • ... ` 54 90 150.0 150.0 80.3 120.4 150.0 149.0, 150.0 54 126 101 .5. 150.0 51 .1 76.6 102.1 94.8 142.2 0 • 0000 60 150.0 - 150.0 75.8 1 13.8 1 ,150.0 140.8 150.0 60 94.2 141 .3 47.4 71.1 94.8 ' 88.0' 132.0 66 142.2 ' 150.0 72.6. 108.9 145.1 134.7 150.0 66 88.4 132.6 44.5 66.7 89.0 82.6 123.9 72 139.6 150.0 70.2 105.3 140.4 130.4 150.0 36 132.2 150.0 66.5 99.8 133.1 123.5 150.0 36 150.0 150.0 97.2 145:8 150.0 150.0 150.0 42 1 I G.4 150.0 58.6 87.8 117.1 108.7 150.0 42 150.0 150.0 86.7 130.0 150.0150.0 150.0 48 132 104.7 150.0 52.7 79.0 105.3 97.8 146.7 48 150.0 150.0 79.0 118.5 150.0 .146.7 150.0 . 54 95.7 143.5 48.2 72.2 96.3 89.4 • 134.1 p N 54., 96 145.6 150.0 73.3 109.9 146.6 136.0 150.0 60 88.7 133.0 44.6 66.9 89.2 82.8 1.24.2 co V fO 60 137.0 150.0 68.9 103.4 137.9 128.0 150.0 66 83.0 124.6 41 .8 62.7 83.6 77.6 I 16.4 5 - a 66 130.5 150.0 65.7 98.5 131.3 121 .9 150.0 36 125.6 150.0 63.2 94.8 126.4 117.3 150.0 1 z JLL 72 125.G 150.0 63.2 94.8 12G.4 1 1 7.3 150.0 42 110.4 150.0 55.6 1 83.3 1 1 1 .1 103.2 150.0 p a LL 36 150.0 150.0 90.3 135.4 150.0 150.0 150.0 48 138 99.2 147.8 49.9 74.8 99.8 92.6 138.9 o Z z 42 150.0 150.0 80.3.. 120.4 150.0 149.0 150.0 54 90.5 135.8 45.5 68.3 91.1 84.6 126.8 0 3 N � 48 144.9 150.0 72.9 109.4: 1'45.8 135.4 150.0 60 83.7 125.6 '42.1. 63.2 84.3 78.2 117.3 0 to N W co 54 102 134.0 150.0 67.4 101 .1 134.8 125.2 150.0 36 119.6 150.0 60.2 90.3 120.4 111 .7 150.0 cl? w c 60 125.6 150.0 63.2 94.8 126.4 117.3 150.0 42 105.0 150.0 52.9 1 79.3 105.7 98.1. 147.2 W 66 119.1 150.0 60.0 89.9 119.9 111 .3 150.0 48 144 94.2 141 .3 47.4 171.1 94.8 88.0 132.0 72 114.2 150.0 57.5 86'.2 114.9 106.7 150.0 54 85.9 128.8 1 43.2 64.8 86.4 80.2 120.3 3G 150.0 150.0 84.3 126.4 150 150.0 150.0' 60 79.3 119.0 39.9 59.9 1 79.8 74.1 111.2 42 148.5 150.0 74.7 112.1 149.4 138.7 150.0 1 r 48 134.6 150.0 67.7 ro1.6 135.4 125.7 . 150.0 C4 -,A CLUSTER OF (4) TYPE "C" ANCHOR5 AT HEAD 54 1 O 124.0 150.0 62.4 93.6 124.8 1 15.9 150.0' CG - A CLUSTER OF (6) TYPE 'C" ANCHORS AT HEAD 60 115.9 150.0 58.3 87.5 116.7 108.3 150.0 D4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEAD 66 109.6 150.0 55.2 82.7 1 10.3 102.4 1 so.o DG - A CLUSTER OF (G) TYPE "D" ANCHOR5 AT HEAD- 72 104.7 1 50.0 52.7 79.0 105.3 97.8 14G.7 D8 - A CLU5TER OF (8) TYPE "D",ANCHOR5 AT HEAD E4�- A CLUSTER OF (4) TYPE "E" ANCHOR5 AT HEAD zm 36 150.0 : 150.0 79.0 118.5 150.0 146.7 150.0 _ 42 138.9 150.0 69.9 104.8 139.8 129.8 150.o EG - A,CLUSTER OF (G) TYPE "E" ANCHORS AT HEAD s 48 125.6 150.0 63.2 94.8 126.4 117.3 150.0 _ Wft �o� i 54 114 115.5 150.0 58.1 87.2 1 I6.2 107:9 : 1 50.0 ���� y �N ,♦ D.-We ky" FOR ANCHOR TYPE5 LAYOUT, 5EE SHEET AG u _ _ �.� ._ T 60 ' 107.7 - -150.0- 54.2 91 :3 100.6 100.6 150A - • '61 A N• W :*` 091"0 6 66 101.5 150.0 51.5 76.6 94.8 94.8 142.2 gyp 6 a DnnHnNG No. 72 96.6 144.9 48.6 72.9 90.3 1 90.3 135.4 {c AD16-29 0 ; A4 .• k FS*O 0 Q.a Sf.et No. 21 OF 47 June 23rd, 2017 CD 51LL ANCHOR CAPACITY - P5F 51LL ANCHOR-CAPACITY - P517 ~m Z a NCt 5GD PANEL SIZES ANCHOR TYPE"A"/ 15" 5GD PANEL 51ZE5 ANCHOR TYPE"A"/"13" a*ce AVE. PANEL DOORA4-/B4 A6/B6 A8/88 AVE. PANEL DOOR WIDTH . HEIGHT WIDTH HEIGHT A4/134 A6/136 A8/B8 (IN) (IN) (IN) (IN) +/- +/- e rn W Z 36 150.0 150.0 150.0 36 1 15.1 50.0 150.0 �� 1QQ m 42 149.8 150.0 150.0' 42 101 .7 150.0 150.0 ; •• m m �7i •.. 48 137.6 150.0 150.0 48 91-.8 137.6 150.0 • • T ' 54 , 84 128.7 150.0 150.0 54 120 84.2 126.3 150.0 oull M*S3 • 60 122.3 150.0 150.0 60 78.3 117.4 150.0 •••• . "; 66 1 17.7 150.0 150.0 66 73.6 110.4 147.3 • 72 114.7 150.0.. 150.0 72 69.9 104.9 139.8 - - - - -_ a _ _ _ _ _. 0000*y- ••00 ,p Ge• 00 0 36 150.0, 150.0 150.0 36 108.7 150.0 150.0 •• 1*000 �•� 42 136.7 150.0 150.0 42 95.9 143.8 150.0 • 314 31 48 125.1 150.0 150.0 48 86.4 129.5 150.0 • • 54 90 116.5 150.0 150.0 54 126 79.1 118.6 150.0 • 60 110.1 150.0 150.0 60 73.4 110.1 146.8 ; 66 105.3 150.0 150.0 66 68.9 1 103.3 137.5 72 101.9 150.0 150.0 66 65.2 97.9 130.5 36 150.0 150.0 150.0 36 103.0 150.0 150.0 42 134.2 150.0 150.0 42 90.7 136.0 150.0 p 48 122.3 150:0 150.0 48 132 81.6 122.3 150.0 n v 54 96 113.5 150.0 150.0 54 74.6 111 .8 149.1 U `O 60 106.8 150.0 -1 50.0 6O 69.1 103.6 138.2 g Z m C7 66 101 .7 150.0 150.0 66 64:7 97.1 129.4 " z ~� QLLL 72 97.9 146.8 150.0 36 97.9 146.8 150.0 '36 139.8 50.0 150.0 42 86.0 129.1 150.0 o Z z 1v 42 124.3 150.0 150.0 48 138 77.3 115.9 150.0 0 48 112.9 150.0 150.0 54 70.5 105.8 141 .1 _ w w N W 54 102 104.4, 150.0 150.0 60 65.2 97.9 130.5 w 60 97.9 146.8 150.0 36 93.2 139.8 150.0 W ~ 66 92.8 139.3 150.0 42 81.8 122.8 150.0 72 89.0 133.5 150.0 48 144 73.4 110.1 146.8 36 130.5 150.0 150.0 54 66.9 100.4 133.8 42 115.7 150.0 150.0 60 61 .8 92.7 ' 123.6 48 104.9 150.0 150.0 A4 - A CLUSTER OF (4) TYPE "A" ANCHORS AT 51LL 54 . 108 96.7 145.0 150.0 AG - A CLUSTER OF (G) TYPE "A" ANCHOR5 AT 51LL 60 90.3 135.5 150.0 qg - A CLU5TER OF (8) TYPE "A" ANCHORS AT 51LL . 66 85.4 128.1 150.0 64 - A CLUSTER OF (4) TYPE "B" ANCHOR5 AT 51LL 728I.6 122.3 150.0 BG - A CLU5TER OF (G) TYPE "B" ANCHOR5 AT 51LL €m. 36 122.3 150.0 150.0 $8 -,A CLUSTER OF (8) TYPE "B" ANCHORS AT 51LL 42 108.2 150.0 150.0 a aN�11 48 97.9 146.8 150.0 IfOR ANCHOR*TYPE5 LAYOUT, 5EE 5HEET A8 54 114 .90.0 135.0 150.0 Down Date Scale ,�` �•y�a ••• ,'� 60 .83.9' 125.5 150.0 _ _ ��-�:�AN. � =: 9 oa+vmts 66 79.1 118.6 150.0 Np 6 DwtwiNc No. D16-29 72 75.3 1 1 2.9 150.0 * A .. OF '4• Q A5 I. *vow.�vV � sheet No. • 22 OF 47 - -- - _ June-23rd, 2017 00 TYPICAL ANCHOR TYPICAL ANCHOR STAGGERED TYPICAL ANCHOR N<w cm o MIN. EDGE DIST. 3 1/4" 5EE ELEVATION FOR SPACING MIN. EDGE DIST. 13/16" AT 3" MIN. O.C. MIN. EDGE%DIST. SEE ELEVATION FOR SPACING Z i`iA a y cv c� CONCRETE d ° < ° CONCRETE . - a ° ♦ , o ` • ° , cv d ° ° f'c =35°1 5 P51 MdN. K ° o ° ♦ 35 I ,5-P51 N..FOR 4 0, Z Q d: : ♦ - d, d Q °JU a ° °a ° ° . a I.G°ANC K5 " '� ^ °, /,I G"'ANCHOf� ° °, co A. , _— J LLJ 9 • G w N W ° ° Lli CONCRETE 4 4 ° . ° °d A. d ° , .d w rCORJCRETE . ° � �, W /,` _y(q�' , d ° ° e ° ♦ , Q , d . a ° ° ., J( < j f� =3 K51 MINA a ♦ Q � ••• •� V•d�� U •�• °I,OIVI+RE�E d ° Z . Q f'c — KSI MAIN. ° °' IIr �.c =3 K51 MIN. cn ; �.. z•d� '. • 000 �4. ••••• •• col 00990* 0000 000• •••••• • • 0 _ • • • ••• TYPICAL ANCHOR •• U MIN. EDGE DI5T.. 3 1/4" 5EE ELEVATION FOR SPACING TYPICAL ANCHOR TYPICAL ANCHOR • 5EE ELEVATION FOR SPACING SEE ELEVATION FOR SPACING MIN. EDGE DIST. 1 3/16" MIN. EDGE DIST. LU LU TURF Q METAL STRUCTURE Q METAL 5TRU RE , o o METAL STRUC � � N _ 0 Na 0 co m o 3: ui Z O Q _j LL O Q ^ LL n -ic Z 3 $d 1-- C>0 mo pj Z 2 N 4 TRACK 5GD 3 TRACK 5GD .2 TRACK 5GD o w � o cD 3 3 3 - 3" 3" 3" 3"• 3" 3" C? -W HEAD ANCHOR TYPE5: — w ~ TYPE "A": 1/4" DIA. KWIKCON (Fu= 1,37 K51, Fy= 138 K51) 13/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE 2 1/2'' MIN. EDGE DISTANCE, T MIN. O.C. - TYPE "B": I/4" DIA. ULTRACON (Fu= 177 K51, Fy= 155 K51) m r • � ' 16 13/4" MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE • • • Of — 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE "C": 5/1 G" DIA. ULTRACON (Fu='I 77 K51, Fy= 155 K50 1 3/4" MIN. EMBED INTO fc'=35'1 5 P51 MIN. CONCRETE —` 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. 4 TRACK 5GD 3 TRACK 5GD 2 TRACK 5GD m TYPE "D": 1/4" DIA. TEK5/DRIL-FLEX SCREW GRADE 5 (Fu= 120 K51, Fy=92 KSI) INTO METAL STRUCTURE ALUMINUM: I/8 THK. MIN. (6063-T5 MIN.) STEEL: I/8 THK. MIN. (F —36KS1, MIN.) A4 - A CLUSTE O (4)_TYPf- "A"_ANCHO,R5_ALHEAD C4 - A CLUSTER OF (4) TYPE "C" ANCHORS AT HEAD ������•.•a �, � 0.-Dt. Sc 1. y A6 A CLUSTER OF (G) TYPE "A" ANCHORS=AT HEAD CG'- A CLUSTER OF (G) TYPE "C"ANCHORS AT-HEAD 00 ` ' `ZA� � _%*= °�"?°'°- TYPE "E": 5/1 6"TEK5/DRIL-FLEX SCREW (Fu= 1 20 K51, Fy=92 K51) . A8 - A CLUSTER OF (8) TYPE "A" ANCHORS AT HEAD D4 - A CLUSTER OF (4) TYPE "D" ANCHORS AT HEAD N° "�WWG"O INTO METAL STRUCTURE ,� * . AD16-29 ALUMINUM: I/8" THK. MIN. (6063-T5 MIN.) A 10 SA 4CLU5TER OF (1 O) TYPE A ANCHORS AT HEAD DG - A CLUSTER OF (G) TYPE "D" ANCHORS AT HEAD ' i CF STEEL: I/8"THK. MIN. (Fy=36K51, MIN.) 1B4 - A CLU5TEK'OF (4)�TYPE 13 ANCHORS"ATrHEAD D8 - A CLUSTER OF (8) TYPE D ANCHORS AT HEAD A6 BG - A CLU5TER"OF (6)TYPE-"B"ANCHORS AT HEAD E4 - A CLUSTER OF (4) TYPE "E" ANCHORS AT HEAD �'.� L QAC,.' ► STEEL IN CONTACT WITH ALUM. TO BE PAINTED. B8 - A CLUSTER OF (8) TYPE "B" ANCHORS AT HEAD EG - A CLUSTER OF (G) TYPE "E" ANCHORS AT HEAD 23 OF���i F3,g""'Poo 23�"F — 47 _June 23rd, 2017-- _ �Q VV.4 co OCR MIN. EDGE DIST. 3 I/4" TYPICAL ANCHOR MIN. EDGE DIST. 1 3/1 G" TYPICAL ANCHOR STAGGERED MIN. EDGE DIST. TYPICAL ANCHOR ? 4� 80 5EE ELEVATION FOR SPACING AT 3" MIN. O.C. SEE ELEVATION FOR SPACING z CO cRET Ea° ° n • • , a ° • e d < • ° • ° ° ° ° d • ° J • ° • ° I BY OW 2 3Y d ° - - °e e • f'c T-351 5 P51 MN Ra ° ° WOOD,5UCK • ° d ° ° 111 N 511 6" ANCYI�RS° d ° o z. o °° t� ° •d • ° •° " ° °. ° °° ° ° • COPJCRET>= • ° •° Z w" d ° • •2 V� . d ° , e • ° .G ° ° CONCRETE ° ° d f' =3 KSI -MIN. w. . d •.• m� i� ... "CON,6RETE ° . ,,, d fc =,� K51 MIAI. ° d� • • .. . 7r pm Tc =3 K51 MIN. • d • • .a ° W•••••• •� W W • •� ••• Voil090 Q X Q•••••• •� " •�? • • MIN. • • • • 4 TRACK 5GD 3 TRACK 5GD 2 TRACK 5GD HEAD ANCHOR TYPE5: 113Y OR 2 BY WOOD BUCK5 NOT BY E5 WINDOWS MU5T SUPPORT THE LOADS IMPOSED 0 TYPE "AA": I/4" DIA. KWIKCON (Fu= 137 KSI, Fy= 138 K51) BY GLAZING SYSTEM AND TRANSFER THEM TO o 1 1/2" MIN. EMBED INTO SG=0.55 MIN. WOOD 5TRUCTURE THE BUILDING STRUCTURE. U OR THRU I BY OR 213Y WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 PSI.CONCRETE m 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. 3" 3 3" 3" 3" 3" z 0 > L 3.. 3.. 3.. o b N `L TYPE "BB": 1/4" DIA. ULTRACON (Fu=a1 77 K51, Fy= 155 K51) Z i 1/2" MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE o Z N N N <D OR THRU 113Y OR 213Y WOOD BUCK WITH 1 3/4" MIN. EMBED \ `v W a INTO fc'=3000 PSI CONCRETE W 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C. , w J w TYPE "CC": 5/1 6 DIA. ULTRACON (Fu- 177 K51, Fy= 155 KSI) m I 1/2" MIN. EMBED INTO 5G=0.55 MIN. WOOD STRUCTURE OR THRU I BY OR 213Y WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 112" MIN. EDGE DISTANCE, 3" MIN. O.C. 4 TRACK 5GD 3 TRACK.5GD 2 TRACK 5GD • 8 AA4 - A CLUSTER OF (4) TYPE "AA" ANCHORS AT HEAD - AAG - A CLUSTER OF (G) TYPE "AA" ANCHORS AT HEAD. �m AA8 - A CLUSTER OF (8) TYPE "AA" ANCHOR5 AT HEAD AA 10 A CLUSTER OF (10) TYPE "AA" ANCHOK5 AT HEAD s 13154 - A CLUSTER OF (4) TYPE "BB" ANCHORS AT HEAD � 1313G - A CLUSTER OF (G) TYPE "BB" ANCHOR5 AT HEAD �`�F-( i� ���.. � •• -� Drawn Date Suie TYPE BB�O A ) A CLUSTER OF�I O) TY PBNBBANCOK5 AT HORS AT HEAD D •vZAN• y " " • •� 5O RAWING NO- 515 CC4 - A CLUSTER OF (4) TYPE "CC" ANCHORS AT HEAD AD16-29 CCG - A CLUSTER OF (G) TYPE "CC" ANCHOKS AT HEAD +DF �2 CC8 - A CLUSTER OF (8) TYPE "CC" ANCHORS AT HEAD '4• t '�� A7 CC 10 - A CLUSTER OF ( 1 O) TYPE "CC" ANCHORS AT HEAD fi • • �I �' •••••tib•'• �� Sheet No. �s'3 R►� � 24 OF 47 June 23rd,-2017 — - 1 �CO 51LL ANCHOR TYPE5: Z � a TYPE "A": I/4" DIA. KWIKCON (Fu= 137 K51, Fy= 138 K51) 13/4" MIN. EMBED INTO fc'=3 KSI MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE, 3" MIN. O.C._ Z _j o TYPE "B": I/4" DIA. ULTRACON (Fu= 177 KSI, Fy= 155 KSI) W p $ 1 3/411 MIN. EMBED INTO fc'=3 K51 MIN. CONCRETE2`0 � 2 1/2" MIN. EDGE D15TANCE, 3" MIN. O.C. .. •�• • •�"' U 00 .. • 3" 311 3" 311 311 311 3 311 3" . ... ..J 0000•• Lujo `•(1� ` ^{ V • 0000 • 07 • 0000 q •• O •• L � • 0000•• 0000. CID •• --- Y. \ _ 0000•• • goo • • cQ • • • •• • 00 go • ... ((� _ 0 0 0 • 4 TRACK 5GD 3 TRACK 5GD 2 TRACK 5GD . o - 0 0 TYPICAL ANCHOR TYPICAL ANCHOR TYPICAL ANCHOR N Z o SEE ELEVATION FOR STAGGERED SEE ELEVATION FOR � m SPACING AT 3" O.C. SPACING z > Q LL �. � LL in Z3 � Na r N N N N - - - - _ W __�—• °° Cav. d •° d° ° V ° ° a°" °`CC � D • ° °V v d < d•d _a V V a °d ° � � ,v •Q v °a ° Q �J _ °'' ° °°D ° v• CC � ° Q°o a ° Qav V (04 Ln w 2 CONCRETE ` CNgE L �ow; fTE =�3 SMIN Pc 3`K51 MINA a {c 19. o fc3 K51 MIN. � ° Z ° Z W Z 1J CD ° a° LW ° W ° ° Wi JH ^ , V < v ° ° • ° v . ° Q • ° • ° Q ° • ° • • ° ° - Q ° • .. MIN. EDGE 3 1 5/1 G" l MIN. EDGE 1 1 7/8" MIN. EDGE 1 DIST. D15T. D15T. a 4 TRACK 5GD 3 TRACK 5GD .2 TRACK 5GD ,. '`°. �m a . -re, O ,��� y.le �00 '� Drum Date 'Sole AN. Dswusoe -l0 5 1, DRAWING NO. { • 0 AD16-29 A8 25 OF 47 June 23rd, 2017 rm ` TYPICAL ANCHOR MIN. EDGE DIST. 3 I/4" MIN. EDGE D15T. 3 1/4" V SEE ELEVATION FOR SPACING TYPICAL ANCHOR Z02 ce 5EE ELEVATION FOR SPACING w QQ < ° • . ° W . Z V7c • °, Y. CD 0 ° W . ,CONCRETE • . '.. .a ,• .. W to • METAL STRUCTURE W Z $ fc = A)00 psl,MIN. — co i•••i• W NRi IH O ••• IH Ri 34 a 17 34 IA DETAIL •••••• � .•� 17 I DETAIL •••• •• .� •. 55 DI 44 DI ••�••: '•. m •.� 24 r 28 i •••••• • U •� 1A I 10 t- • '., 1. — L — — (j — — 0 R 0 0-/ J 0 _ ci CLI w — — a C Ui uj m XX W Z > J LL U) Z 3 �d Z = C=.� Cl �i o N' 0 � w w > N (D O 04 = w U 0 (1) L O Uj Q Uj LL Q w w !AJ- J IL c F IL 63 UJI �' 29 2 DETAIL 2A DETAIL 51 DI 51 DI , 51LLRAISEROPTION 38 i SEE SHEET K2 FOR LIMITATION LO LO __ _ 55 OO � v -� TYPICAL ANCHOR 8 44 TYPICAL ANCHOR 44 5EE ELEVATION 5EE ELEVATION FOR SPACING 36 FOR SPACING 36 m th �m 56 v - 56 v II II II II II II tl II II II II II 35 a m 35 m ,, 16N "A $ '`,��� •f • Dnam wte Rale _ �— • .���AN.�gQp��j'� is a• _ .a - CONC{jETe' a• p a'• .a_ �! �Q 6ii�= - �: DMWING W. CONCiTe o a.• Pc 3000 sl N. ' ' '.aw • SILL RAISER OPTION p • v m Pc. ,3000 psl N. 'a ? 5EE SHEET K2 FOR LIMITATION a' a w * AD16-29 ..a. •o a• • • • .•Z a ' ° OF. i2 • ° � • • •Z a • ° ¢ • • • a - • 14 i t i Dl MIN. EDGE DIST. 3 15/16` 1 MIN. EDGE D15T. j 3 15/16" + I, I�•• •Q•�f•°�i�/�� shell No. ` FOUR'(4) TRACK DOOR DETAILS ���iFs`S R*�,P�� 26 OF 47 ,gets Its east­ June 23rd, 2017 I ' t.CCD cm TYPICAL ANCHOR TYPICAL ANCHOR Z 5EE ELEVATION FOR SPA_ CING 5EE ELEVA ION FOR SPACING N as e e 02 MIN. EDGE D15T. 1 3/1 G" Z • Z w EDGE IST. • ' 3/I • e 6 Z e 2 6 ,� e O: w e - W ,CONCRETE • e •.56: METAL STRUCTURE 56 W Z H w f'G = Am p5i,MIN.• — ..•a y - ••.• • •V 7 Vcc •• •••••• •W •ci ao •�• z m ••.••• 60 -. v • 17 •••N .•.a .oc • 17 N iv • • • •� N 44 ..•. ••,, a .• co ' S5 • 3 DETAIL r3 A DETAIL ` U • 28 X ••• 24 2D2 D2 •• V • a • • ..• F- = LU =c� Lw Uj = :2 �. O n O U_ Q� J Q 0 N Q J o U_ c/) 6 �, — — g z Q 0 co oCz J p O w co Z_ 3 a W N Z N 63 N (n � 51 51 29 25 ' 55 rv� 4 DETAIL I i 4A DETAIL �, + D2 7 D2 7 44 I I 51LL RA15ER OPTION 44 I I I 5EE SHEET K2 FOR LIMITATION I - 3 3 5 56 6 cn 47 2 47 _ 2 m s m _ • , � � ONS,, �g .. `�, .�1�y ? •• ,i� Drawn Date Xale �OMCR€fiE o _ ,a a.• . • •a _ TION -- _ `a�N�CRfiE SILL RAISER OP •�o •o `� f`i�F$ � :* avruzoortnwwer+o. fc = Uj 3000 51 N: SEE 5HEET K2 FOR LIMITATION fG'= 3000 X51 N.� '� `'FNO a� • • Z a _ c �N • •• •, Z •a_ • • • ;•� / r, —29 Uj • • -TYP1 MIN. EDGE DIST. 1 7/8" j 5EE ELEVATION TION F 1 MIN: EDGE DIST. 17/8" TYPICAL ANCHOR ��• S i�� D2 SEE ELEVATION FOR SPACING SEE ELEVATION FOR SPACING '•.Q�`L Sheet•• ••t�, THREE (3) TRACK DOOR DETAILS r` 27 OF 47 June 23rd, 2017 i �OD MIN. EDGE D15T. TYPICAL ANCHOR MIN. EDGE D15T. -TYPICAL ANCHOR V 0,0 SEE ELEVATION FOR 5PACING 5EE ELEVATION FOR SPACING Z pNN CQ d • w. • •. ,Z Q ° rN � H o a CbN RETE• — • d° �fc3000psr d . .Pc 3000 psi IN. ° • _. N = W Z. o .4 � a� Z 003 fron11 ed U3 000 56 • • • i o°m .. •••••• 56 56 � 56 m _ � W�•�� o •:. N , 44 N •••••• • m 0 • • 17 see S5 28 •••• ••r, •• .•.•.. moi•. o m • to •. • • • m 5 DETAIL 5A DETAIL ;�•��; •� D3 . + •• U . [,UL 11111 O O n p O t a D cn U � g, LL c� w LL v z O a L LL cn Z Z 4 CD > d N > N Ia �/ = U U CD C14 Lo jz U0 il FU AU —' W c� O - w W w Q Q pC W OC ILl � i.: 25 29 GA DETAIL G DETAIL .. 55 D3 55 D3 Lo Ln 60 Lo.,.__ 60 � 8 8 SILL RAISER OPTION 12 44 12 SEE SHEET K2 FOR LIMITATION 44m 13 13 56 47 N m 47 N m , ON,0k j g `���•y!1 00 :.A Dn Date Scale �AN.bDv� •49 os razors $ • - - .a N CONCITE .'.a N �y0 i oluwlNcNO. CONCRTTE — e Q f� 3000'F5 IN. AD16—29 f� 3000 p5 IN.' SILL RAISER OPTION *• EE .2 a w SEE SHEET K2 FOR LIMITATION ° 14 Q� q • • • TYPICAL ANCHOR �� � fi�-Q�••�•� `, TYPICAL ANCHOR TWO (2) TRACK DOOR DETAILS "•'' ��`� �^� MIN. EDGE D15T. 5EE ELEVATION FOR SPACING MIN. EDGE DIST. SEE ELEVATION FOR SPACING �I � 28 OF 47 June 23rd, 2017 .m8 A ANCHOR PANEL WIDTH TYPICAL ANCHOR Z TYPIC L Ncki SEE SHEETS J3 J4 SEE SHEETS J3 J41010 FOR SPACING �, 41 51 FOR SPACING z 51 41 45 21 42 55 ( I I I Z FQ- W j - W N . I I I I 1 1 Wo N w Z•Q 45 21 42 55 - _ go 000 - __ Uo ••• •� 5q• • 0 0_. • ••• •fir •• to00 00 •• ao • 00 27 50 18 •'- V •• • • MA \Ebt E 18 55 21 22 1 1 1 X 0 -- o N � U 0 18 22 21 o z O a J w LU LD 0 o I I I I 1 1 -j z3Q � z . Z N Z a C CCD N G tJ� o V) I 37 37 u�i EXTERIOR W 211 D.L.Q. 2" D.L.O. 2" D1.0, 2" PANEL WIDTH I/4" AX. FRAME WIDTH 1/411 AX. SH M S IM 7 DETAIL 8 DETAIL 9 DETAIL 7A DETAIL D4 D4 s STANDARD INTERLOCK (LEVEL I ) 5t10WN. � ,• i 6NA D.—Date scare EET K I FOR LEVEL 2 AND 3 .��� ,MT0,6 SEE S11 •,�A� ® .* REINFORCEMENT. - r _ _ _ , No_ _ - DRAWING Na.. _ r AD16-29 of aQ 0 Sheet Nm FOUR (4) TRACK DOOR DETAILS �'��.FS8 ' 29 OF 47 June 23rd, 2017 2" _ FOR ANCHOR, SEE 5HEET J4 CO 45 22 9 21 44 18 V ia; a CO'm Z E I F- W W Z _ 0 Z 0 S U2 03 co Z.—_ • • .+ PANEL WIDTH ..'•; ,W el •o •: ••••• :U'!'L•w-e Poo:REINFORCEMENT REt L�IE•D FOR LEVEL 3 ONLY ,I o o �S • 1 45 21 42 55 1 1 50 23 1 1 .... .... .. .. .. v O � _ O N — - m Z � Q J � I — O LLIn r71. p 0 r � ^. 18 55 22 21 46 27 N N o Z N 27 48 57 • � W � I f - EXTERIOR N W w ~ D.L.O. 2" D.L.O. 3 3/4" 3 1 1/16" D.L.O. 1/2" PANEL WIDTH PANEL WIDTH I . F r - a 10 ' DETAIL I I DETAIL D5 DETAIL m ' D5 D5 9 WAN ,► u1 a ANDARD INTERLOCK (LEVEL I ) S110WN. j � ;•,, ' ST �.�� •.a •. '� D. ..* . 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AD16—29 i Cr D10 ,,,,� ♦ SLF►' �� '�� Sh"N' THREE (3) TRACK DOOR DETAILS Q ♦ 35 OF 47 June-23rd, 2017 _ W _ , 5EE SHEET J I t J2 FOR JAMB OPTION t U o� °a CAPACITIES Z �� a tri 7 7/8" 3 3/4" disee TYPICAL ANCHOR Z H 5EE 5HEET5 J3 4 J_4 50 n J 2 FOR SPACING 27 46 57 58 W N 00 c w Z ( � a� V' z 'm " �• d 3 .. .. m ... _ ••• 00 0 0 CO 23 50 10 ►v1 - -- - = .. .. .. •• •• •• so l T,.... v .. •• . ... ease* Lr) N 0 /—/ O P/z I I I W LLJ to ¢ to to 'n m z Z V 1 Z JJ Q LL to 48 33 30 46 4 z 33 46 57 10 5 6 Z i a EXTERIOR 0N to > R o O Nto N U) N N DLO. 3 1.1/16" 3 3/4" D.L.O. 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RaaaCs� TWO 2 DETAILS •..•t gttgo. e�►♦♦♦ met"° ( ) TRACK DOOR ���iiFslB p`�'��♦ 40 OF 47 June 23rd, 2017 T �m V OCR .� 0 Cl Z PANEL WIDTH 77/8" ` z �c Jfi.64 °o 45 31 32 42 55 50 2 23 10 14 D N W p O W Z U j >;mC13 Z1 y22 iw•tl al U in • 0••...• .1C..• • 40 •• r - — — •i.•'.'i — -m - .T - - ...... so .. .• LU • z � 2 55 32 31 33 48 57 46 33 I I 30 45 55 0 I N (Z' o EXTERIOR �, TYPICAL ANCHOR Z } o SEE SHEETS J3 J4 a "' Uf m m -- D.L.O. 2° D.L.O. 33/4" 3 11/16" D.L.O. I° FOR SPACING z O j Q LL ❑ Q� ?n n U) Z 7 PANEL WIDTH I/2" PANEL WIDTH 1 1/16" o § N cli N U) c to - � W FRAME WIDTH 1/SHIM w w 41 DETAIL 42 DETAIL 43 DETAIL • D16 D16 D16 t STANDARD INTERLOCK (LEVEL 1 ) SHOWN. 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FOR 3 TRACK POCKET JAMB JAMB SCREW COVER 5 E5-5GD2020-005 6063-TG 6 E5-SGD2020-006 6005-T5 D ES-SGD2020-009 6063-TG 10 ES-SGD2020;010 6063-TG 1 .92G" 0984" �n JAMB (2 TRACK) €m 0. 148" N (V I4 o E5-5GD2020-014OG3-TLnI6 a wo 0. 125" O , Zoo�4 ��0,11%, Drawn Date Scale �,•�AN. 616 '�4[ wvruxme : NQ B .- DRAWING NO. 4.974" 1 4.643" {� AD16-29 • 0 G.OGY • • .a FRAME 51LL COVER (2 TRACKS '��• ,.��Q� PARTS HEAD (2 TRACK) SILL (2 TRACK) 13ME SILL COVER (4 TRACKS) .� ,,R't 0%*.•� ,�, •.....•• ES-SGD2020-0 I I GOG3-T6 i 2 ES-SGD2020-0 12 6063-TG E5-5GD2020-013 6063-TG 9�—F'=Z—,,rr) G0G3-TG2020-013 i���F`g$ ��� 42 OF 47 June 23rd, 2017 t co Vom o o - 0. 120" d z co c rT 2.000° Z d; c _ 5 a N .7]Ir" W p W' 2.000" Z U U z co HEAVY INTERLOCK REINF. Z - a JAMB SCREW COVER a a Ln 17 €5-5GD2020-0 19 6063-T,6 :S?' b E5-601 I 6063-T6 U ' (9 - ...... •�...LLM .t. to - - - -v - Do 0. 1 25"' - - 0.230' - - -.- - - _ - :...:. • ..: .... .. kt Cn 0.055" • O ...... ' 2.000" O. .. UN-ANCHORED JAMB REINF. 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' AD16-29 i 0 '2 TOP RAIL FOR LAMINATED GLA55 FIXED STILE FOR LAMINATED GLA55 LOCK STILE FOR LAMINATED GLASS i�i'�� •.� �«•.�O� PARTS &E5tGD2020-024 26 27LO # Sheet .6063-T6 ES-SGD2020-026 6063-T6 E5-SGD2020=027 6063-T6 ���iFs,� `�'��, 43 OF 47 -.June 23rd, 2017. - — - - QD 0.500" w N ma d I .000" (� z c Z Q 1 .745" - 0.063" I j � Ln _ 0.094 N e W Z & 0,090" Z � NLr) - LC9 Z m o - Lr 0 e V • • •• to see go 1 .745" ...... ..... v .:. • FIXED STILE FOR •••• ••' TOP RAIL FOR INSULATED LAMINATED BOTTOM RAIL FOR INSULATED LAMINATED 30 INSULATED LAMINATED 38 511-1- RAISER - 120 P5F •••••• • 28 ES-SGD2020-028 6063-TG & E5-5GD2O20-029 GOG3-TO ES-SGD2020-030 6063-TG E5-5GD2020-040 6063-TO •••••• .•• ... ••.••• . . ... •• 0.598" •• •• • Ln 0. 125" oN �2.0�00" oo o Ln gV Z• * c - C.7 fn m n 3.658" o p a LL 2.000" J p n U) Z z a ,, N N O N N (n N � 0. 100,11 LL3 w REINF. 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L DA �•'t1 &F5-5GD'202 • � 9ONo.0-034 0003-TC 35 ES-5GD2020-035 6003-TC i. �`S'� 44 OF 47 June 23rd, 2017 �co BILL OF MATERIALS "s0 ITEM PART DESCRIPTION MATERIAL MANUF./REMARKS Z ^iOf q I E5-5GD2020-001 HEAD(3 TRACK) 6063-T6 to LO �� d 2 E5-5GD2020-002 51LL(3 TRACK) 6063-T6 N f. �0 to 3 E5-5GD2020-003 FRAME SILL COVER 6063-T6 4 E5-5GD2020-004 JAMB(3 TRACK) 6063-T6 5 E5-5GD2020-005 FREE5TA4DING JAMB(3 TRACK) 6063-T6Wto 6 E5-5GD2020-006 UN-ANCHORED JAMB REINFORCEMENT FOR 3 TRACK 6005-T5 W W p m j 7 E5-5GD2020-007 HI 51LL RA15ER 3-1/16"HEIGHT 6063-T6 f 6063-T6 - Z U 'q V 8 E5-SGD2020-008 STANDARD 51LL RA15ER 2-9/16'HEIGHT II^^ g E5-5GD2020-009 POCKET JAMB 6063-T6 V 2 P m 10 E5-5GD2020-010 JAMB SCREW COVER 6063-T6 Z N 6063-T6 W 01 G I I E5-5GD2020-01 I HEAD 2 TRACK 6063-T6 Im V ° 12 E5-5GD2020-01 2 51LL 2 TRACK 13 . E5-5GD2020-013 FRAME SILL COVER 6063-T6 II'' -1 •W• 301 14 E5-SGD2020-014 JAMB(2 TRACK) 6063-T6 • to o 15 E5-5GD2020-015 FREESTANDING JAMB(2 TRACK) 6063-T6 r • • • • 16 E5-5GD2020-016 FRE5TANDING JAMB REINFORCEMENT FOR 2 TRACK 6063-T6 ••••• • 0000•• ••• go 17 E5-601 I JAMB 5CKEW COVER 6063-T6 •0•• r-) U 000 • 18 D2020-0 18 INTERLOCK AND LOCK 5TILE SCREW COVER 6063-T6 r , •`•••• •••• • 6005-T5 • �! Ig E5-5GD2020-019 HEAVY INTERLOCK REINFORCEMENT • • • • 6063-T6 0000 • • 20 E5-5GD2020-020 HEAVY INTERLOCK REINFROCEMENT COVER • 0000•• •• • 21 E5-5GD2020-021 REINFORCEMENTFOP,INTERLOCK 6005-T5 •• •• • •• • • • 6005-T5 • 22 E5-5GD2020-022 INTERLOCK FOR LAMINATED GLA55 • ES-SGD2020-023 ASTRAGAL 6005-TS •••••• 23 • • • • E5-5GD2020-024 TOP RAIL FOR LAMINATED GLA55 6063-T6 • • • ••• •• i 24 •• •• .25 E5-5GD2020-025 BOTTOM RAIL FOR LAMINATED GLA55 6063-T6 • • • • • • • 000900 26 E5-5GD2020-026 FIXED 5TILE FOR LAMINATED GLA55 6063-T6 •• • •• • • • 27 E5-5GO2020-027 LOCK STILE FOR LAMINATED GLA55 6063-T6 O •• 28 E5-5GD2020-028 TOP RAIL FOR IN5ULATED LAMINATED GLA55 6063-T6 0 r P9 E5-5GD2020-029 BOTTOM RAIL FOR IN5ULATED GLA55 '6063-T6 clia 30 E5-5GD2020-030 FIXED 5TILE FOR INSULATED LAMINATED GLA55 6063-T6 U) V to no 31 E5-5GD2020-031 INTERLOCK FOR IN5ULATED LAMINATED GLA55 6063-TG Z Q 32 E5-5GD2020-032 REINFORCEMENT FOR INTERLOCK IN5ULATED LAMINATED GLA55 6005-T5 0 33 ES-SGD2020-033 LOCK STILE FOR INSULATED LAMINATED GLA55 6063-T6 Z > Q -, LL E5-5GD2020-034 HEAD(4 TRACK) 6063-T6 O a 34 D N _ ,n 35 E5-5GD2020-035 51LL(4 TRACK) 6063-T6 fn Z z Q E5-5GD2020-036 FRAME 51LL COVER(4 TRACK)' 6063-T6 O 3 Z v 36 _ E5-5GD2020-037 JAMB(4 TRACK) 6063-T6 N m 37 N � � N 38 E5-5GD2020-040 51LL KA15ER4-3/16'HEIGHT 6063-T6 W SILICONE,DURO 70 0 39 E52020-GOI GLAZING GA5KET FOR LAMINATED GLA55 c W qO E52020-GO2 GLAZING GA5KET FOR LAMINATED GLA55 51LICONE,DUKO 70 w ~ 41 E52020-GO3 GLAZING GA5KET FOR IN5ULATED LAMINATED GLA55 SILICONE;DURO 70 42 E52020-GO4 INTERLOCK BUMPER BLACK PVC,60 SHORE D 43 E52020-GO5 GLAZING GA5KET FOR IN5ULATED LAMINATED GLA55 SILICONE,DURO 70 = qq W2322 1 NG SILL,HEAD PILE POLYPROPYLENE W23171 NK INTERLOCK PILE POLYPROPYLENE 45 46 W2321 I NG INTERLOCK ASTRAGAL POLYPROPYLENE 47 WA2L WEEPHOLE COVER POLYPROPYLENE 48 QEZ 447-1 QLON FOAM ALL 5TRUCTURE g 49 P501-0035-005 RECESSED FACEPLATE 515ML LOCK TWO POINT P501-0035-005 8 P501-0014-000 INVOLUTE HANDLE 5ET 50 P501-0014-005 P501-0014-117 m P501-1005-005 ADJUSTABLE STRIKE POLYPROPYLENE 9 51 P501-0060-000 2P 52 SGD-1700 BUMPER STEEL AND RUBBER - bit I Iasi— d 53 1986-PRN-300055 ROLLER STAINLESS STEEL 54 GTT-t 5006-HKA-0I-TE ROLLER ZAMAK ♦OR $�ON'� r45 g 57/57 '♦�� • ••• Scale 55 #L O X 1-1/4'P.H.5CREW FOR PANEL A55EM13LY , *064AN.�� i*, 56 #12 X 1-112"P.H.SCREW FOR FRAME ASSEMBLY Y - - _ 5T/5T _ _ _ a gj • 57 #8 X 3/4'P.H.SCREW FOR HANDLE 5TRIKE 57/57 i NQ _. o. 5T/5T t 29 58 #10 X I'F.H.SCREW FOR MORTISE LOCK *• • 5T/5T 0 59 #12 X I"P.H.5CREW FOR BUMPER • • ST/ST • 60 #lox 1•P.H.scREw ��• Q 61 - 1/4-20 X 2-1/2'PAN HEAD 5CREW ST/ST a DC791 DOW CORNING 791 SILICONE ,,, ••••��L Qa•••••` ♦♦ 62 •••��••• v♦♦ 63 OC983 DOW CORNING 983 5TRUCTURAL 51LICONE 51LICONE ,, I♦♦, 47 64 GLAZING 5PACER ALUMINUM HELIMA June 23rd, 2017 f m A I' pco m O HEAD= Z �4c Wa a Z H EAD= Z < N WZ 0 W 3.50 _Z U HEAD 0 °'c ES-SGD2020-001 Z co G MEETING W N o BOTTOM VIEW •. -col. • � 666600A� X006 0000 0 /`7 • 0006 • 60.06• 0000 60 00 :• 000006 PIN 0.190 SILICONE SPLICE 6 • IEW TOP V 6 00000 6 • 0 . 666 0• iLo 0 r o n O l- N co xx Z Q - - LL SILL LLo CD Z z � N 0 N SILL w u L • w F s SILL SILICONE SPLICE ES-SGD2020-001 CID ga PIN 0.190 ' BOTTOM VIEW MEETING • ',���.,�.14 -6... wj D.—Date Rale 1f0 _ DRAWING NO. �i AD16-29 OF iso' sneer No. 46 OF 47 -June 23rd, 2017 f.Y a OC • _;C'DDp 404001" 50 4 14 50 Z Ow e 001" z IN 33 _j d m �i s 11 W z 0 Z 0 j � 0 m 28 �� Z z �" W °o o m • �••�o v° •.• • • • to • • •s• • • Y •••• •• •• •• ••• • , • • • **else FRAME TOP CORNER FRAME TOP CORNER PANEL TOP CORNER 00 0 411fees 3 TRACK SHOWN 2 TRACK SHOWN o 4 cn U 50 49 W 0 Q LL 4 50 33 i z z.. a . N § o � N CD Co NIN f0 N N 0 W co 4 0 _ � w 2 29 � i 12 � a . .- ♦ � � ON ,•• .•' ♦ Down Date Scale i* osiuims _NO ': DRAWING NO. FRAME BOTTOM CORNER FRAME BOTTOM CORNER PANEL BOTTOM CORNER � . * ; AD16—29 3 TRACK SHOWN 2 TRACK SHOWN -01 ' R PARTS ' ',,,,��'" •' _'•Q��•••`�I�'�,, Sheet M. _. 47 OF 47 June 23rd, 2017