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WS-15-1347
Miami Shores Village �► 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 t0Rnu� Project Address Parcel Number Applicant 375 NE 102 Street 1132060135100 JOSE WALLACE & TERRY MON, Miami Shores, FL 33138-2428 Block: Lot: Owner Information Address Phone Cell JOSE WALLACE & TERRY MONJURE 375 NE 102 Street (305)491-1544 ---- — -- MIAMI SHORES FL 33138- 375 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone M & A WINDOWS INC (954)298-7575 Type of Work: REPLACE EXISTING 10 WINDOWS 1 DOORS No of Openings: 12 Additional Info: Residential 4 Fees Due Amount CCF $10.20 DBPR Fee $3.30 DCA Fee $3.30 Education Surcharge $3.40 Permit Fee $220.00 Scanning Fee $12.00 Technology Fee $13.60 Total: $265.80 Valuation: $ 16,524.00 Total Sq Feet: 00 Pav Date Pav Tvoe Amt Paid Amt Due I Invoice # WS -6-15-55823 06/04/2015 Check #: 1151 $ 265.80 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 ELECf,TRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS �AFFI AIT: I certify that all constructs o IL Futhermore.I. Building Department Copy June 04. 2015 is rate and that all work will be done in compliance with all applicable laws regulating n r ctor to do the work stated. June 04, 2015 1 Miami Shores Village - JUN ®4115 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 4 BUILDING Master Permit No40 ® �� PE IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 3-�S N6' Ina. St 3f3)FCity Miami Shores County Miami Dade Zia: 3313)3 Folio/Parcel#: olio/Parcel#: 1 (-3o?c)to- 0(3-,51&o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: VjaIla CP_ .SOS"� X91- lS�� OWNER: Name (Fee Simple Titleholder): ri Phone#. Address:. 75— /UE toa- . - 0 City: �.laoyl.l Skaas State: EL Zip: 3312-F Tenant/Lessee Name: Phone#: 10 30.5— - Ltc? L /SYV Email: CONTRACTOR: Company Name: Ad ,4 atLs loc. Phone#: Address: I /2078 /rli o -w -&d City: /if Qualifier Name: A.- Zip: 33oZS� L-0 State Certification or Registration #: 9 L I _ / 5 3�- Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �[v SZ� OD Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile:, Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Rev1sed02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 4OWNERor,AGENT N CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of —ig-V ( 20 p by ( day of �U POL— 20 by .J.5e dr~ 41'e_ 'Zdn-ay 2 who is personally known to JOPna �l fft9�� . wh4ijs personally kn n to me o ho has produced FL li r Esc as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: �� Sign: C �,�l ti�� q Sign: L(�n �n�UrL/nJ �/ I C Print: eaoj,no Print• Seal: ANGIE G. PIPPING Seal: ;;y W COMMISSION # EE188M jw�NOTARY PUBLIC EXPWES.#kr dI 12, 2016 STATE OF FLORIDA t40fftb9_ F1�daNet - ***wwwwwwwwww��NNwwwwwwwwwww**ww**wwww**ww�xwwwwwwww***www***wwwwwwww**wwwwww*wwwwww***�� APPROVED BY ( Ni&/V / I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �"=N%k M&AWI-1 OP ID: BM ACORU'A CERTIFICATE OF LIABILITY INSURANCE DATE (MMAIDDNYYY) 06/03/2015 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 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 FIC of Ft. Lauderdale, Inc. 1392 Weston Road CONTACT Peter Sabo CNE Fax AIC No Erd : 954,384 1 A1C NO: E-MAIL ADDRESS: Ft Lauderdale, FL 33326 Peter Sabo INSURERS) AFFORDING COVERAGE MAIC p 04/24/2018 INSURER A:COVINGTON SPECIALTY INSURANCE PREMISES Ea occurrence $ 100,00 INSURED M & A WINDOWS INC. INSURER S:The Travelers Indemnity Co. 17011 SW 64TH COURT GENERAL AGGREGATE $ 2,000,00 SW RANCHES, FL 33331 INsuRERc: AUTOMOBILE INSURER D: 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 LTR TYPE OF INSURANCE PMOL INSD SUBIR WVD POLICY NUMBER POLICY EFF MMID POLICY EXP MM1DD LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE a OCCUR BA380160-00 04/24/2015 04/24/2018 EACH OCCURRENCE $ 1,000,00 PREMISES Ea occurrence $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL &ADV INJURY $ 1,000,00( GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY RO- LOC OTHER: GENERAL AGGREGATE $ 2,000,00 PRODUCTS - COMP/OP AGG $ 1,000,00 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS rAUTOS COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNEWEXECUTIVE Y / N OFFICER(MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A UBS129M128 07/16/2014 07/16/2015 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 100,00 E.L DISEASE - EA EMPLOYEE $ 100,00 E.L. DISEASE - POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached K more space Is requlred) Supply of Impact Resistant Windows and Doors. CERTIFICATE HOLDER CANCELLATION ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE 10050 NE 2ND AVENUE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD M&A Windows, Inc. 12078 Miramar Parkway Miramar, FL 33025 Phone: (954) 534-9119 Fax: (754) 223-3345 Bill To: Ship To: Wally Rodriguez 375 NE 102 Street Miami Shores, FL 33138 M&A Windows, Inc. 12078 Miramar Parkway Miramar, FL 33025 YOUR P.O.# : TERMS: DATE: April 28, 2015 Ygrene — 0% Deposit; 100% upon completion via Ygrene funding M&A Windows will order material upon receiving Notice to Proceed from Ygrene, advising that Finance &A Windows to supply and install PGT WinGuard windows & doors. White Frames, Clear glass. Full View. Impact Resistant. Windows and Doors do not require shutters. Price includes all material, tax, and labor for installation. $16,524.72 Exterior Stucco patch and caulk included, interior/exterior paint is not included in the work scope of this contract. Included Permit Fees for City and NOC filing for county. ***Please see attached material list for sizes andquantifies"* Total $16524.72 Contact: Wally Rodriguez 305-491-1544- 05-491-1544After Afterfinal inspection, Ygrene will fun,& the project in full Notes PGT Warranty will be provided for all material. M&A will warranty all installations fora period of 1 year. Accepted By:Date: 2-9er �r— M&A Windows, Inc: Date: - Zg'�J PGT MATERIAL DETAILS Line # Item Description 1.1 (001) HR71OA HR71OA ALUM WG Configuration: D23 FLWL7 GG5/16 XO 1 Size: 74.00W x 38.375H (size code: D23) Size Type: Tip -To -Tip Frame color: White Interlayer color: Clear Glass type: 5/16" Lami (1/8 Ann -.090 PVB - 1/8 Ann) Screen type: 18x16 Charcoal DP Calculated Pos+:70 .00 Certification# 1-1114.4 Anchorage: 1/4" EL apcons Label: U -Factor: 1.08 Label: VT: 0.48 Energy Star: Does Not Qualify Last Modified Date: 5/12/2015 2:45:35 PM PO#:051215-02 Job Nam . odriguez f7bAddress: Sales Order # 925533 Ship Date:06/09/2015 Sales Person:Jim Murray Customer M&A Windows, Inc. Account # 12078 Miramar Parkway Miramar, FL 33025 Phone# (954) 534-9119 Fax# (754) 223-3345 Quantity Line Pricing Ordered: 1 List Price $887.60 Location: Front - master bedroom - 75x39 ' Frame type: Flange Configuration: XO - Left Moving - Right Fixed Outboard Glass color: PPG SolarBan 70XL Inboard Glass color: Clear How many locks: 1 Colonial style: No Colonial DP Calculated Neg -: 75.00 FPA #: FL242 Substrate: Concrete Label: SHGC: 0.29 "COG: VT (use for Turtle Code): 0.60 What side to Mull: View from Outside 2.1 (002) HR710A HR71OA ALUM WG m Ordered: 1 1 List Price $2,016.60 Configuration: T25 FLWL7 GG5/16 XOX 1 Location: Front - living room -111x63 Size: 111.00W x 63.00H (size code: T25) Frame type: Flange Size Type: Tip -To -Tip Configuration: XOX - Left Moving - Middle Fixed - Right Moving Frame color: White Outboard Glass color: PPG SolarBan 70XL Interlayer color: Clear Inboard Glass color: Clear Glass type: 5/16" Lami (1/8 Ann -.090 PVB -1/8 Ann)Meeting rail location: 1/4 -1/2 - 1/4 How many locks: 2 q Screen type: 18x16 Charcoal Colonial style: No Colonial DP Calculated` DP Calculated Neg -: 50.90 Certification : 11-1114.0 FPA #: FL242 Anchorage: 1/4 CO Taw Substrate: Concrete :Label: U -Factor: 1.08 Label: SHGC: 0.29 Label: VT: 0.48 COG: VT (use for Turtle Code): 0.60 Energy Star: Does Not Qualify What side to Mull: View from Outside 3.1 (003) HR710A HR710A ALUM WG Ordered: 1 List Price $887.60 Sales 925533 Order # Print Date 5/19/2015 Page 1 of 5 c �Conflguratlon: D23 FLWL7 GG5/16 XO 1 I Size. 74.00W x 38.375H (size code: D23) Size Type: Tip -To -Tip Frame color: White j Interlayer color: Clear Glass type: 5/16" Lami (1/8 Ann - .090 PVB - 1/8 Ann) Screen type: 18x16 Charcoal DP Calculated P 074Crtification#: -14.0Q Anchorage: 1/4- Tpc ons Label: U -Factor: 1.08 Label: VT: 0.48 Energy Star: Does Not Qualify 3.1 (004) HR710A HR710A ALUM WG Configuration: D23 FLWL7 GG5/16 XO g 1 Size: 74.00W x 38.375H (size code: D23) Size Type: Tip -To -Tip Frame color: White Interlayer color: Clear Glass type: 5/16" Lami (1/8 Ann -.090 PVB - 1/8 Ann) Screen type: 1 8x1 6 Charcoal DP Calculated,Pos-+: 75-M r, Certification#r� 1-111 Anchorage: 1/4" ECO pcons Label: U -Factor: 1.08 Label: VT: 0.48 Energy Star: Does Not Qualify 5.1 (005) HR710A HR710A ALUM WG Configuration: 22 FLWL7 G05/16W XO 1 Size: 37.00W x 26.00H (size code: 22) Size Type: Tip -To -Tip Frame color: White Interlayer color: White Glass type: 5/16" Lami (1/8 Ann -.090 PVB -1/8 Ann) Screen type: 18x16 Charcoal DP Calculated P,os.+-70 Certification# f1-1114. . Anchorage:1 � Tapcons Label: U -Factor: 1.08 Label: VT: 0.48 Energy Star: Does Not Qualify 3.1 (006) HR710A HR710A ALUM WG Configuration: D23 FLWL7 GG5/16 XO Size: 74.00W x 38.375H (size code: D23) Size Type: Tip -To -Tip Frame color: White Interlayer color: Clear Glass type: 5/16" Lami (1/8 Ann -.090 PVB - 1/8 Ann Screen type: 1 8x1 6 Charcoal DP Calculated Pop,,.,: 75 0 Certification#t 11-1114.Q4 Anchorage: lie ELLCd Tapcons Label: U -Factor: 1.08 Label: VT: 0.48 Energy Star: Does Not Qualify Location: Front - bedroom 1 - 75x39 Frame type: Flange^ - Configuration: XO - Left Moving - Right Fixed ,Outboard Glass color: PPG SolarBan 70XL Inboard Glass color: Clear N How many locks: 1 Colonial style: No Colonial DP Calculated Neg -: 75.00 FPA #: FL242 Substrate: Concrete Label: SHGC: 0.29 COG: VT (use for Turtle Code): 0.60 What side to Mull: View from Outside Ordered: 1 List Price q $887.60 Location: PH side - bedroom 1 - 75x39 Frame type: Flange ,Configuration: XO - Left Moving - Right Fixed Outboard Glass color: PPG SolarBan 70XL Inboard Glass color: Clear How many locks:1 Colonial style: No Colonial DP Calculated Neg -: 75.00 FPA #: FL242 Substrate: Concrete Label: SHGC: 0.29 COG: VT (use for Turtle Code): 0.60 What side to Mull: View from Outside Ordered: 1 List Price $412.90 Location PH side - bathroom - 38x26.5 Frame type: Flange Configuration: XO - Left Moving - Right Fixed Outboard Glass color: PPG SolarBan 70XL ' Inboard Glass color: Clear How many locks: 1 Colonial style: No Colonial DP Calculated Neg -: 75.00 FPA #: FI 942 j Substrate: Concrete 'Label: SHGC: 0.29 COG: VT (use for Turtle Code): 0.60 What side to Mull: View from Outside Ordered: 1 List Price $887.60 1 Location: PH side - bedroom 2 - 75x39 Frame type: Flange Configuration: XO - Left Moving - Right Fixed 'Outboard Glass color: PPG SolarBan 70XL Inboard Glass color: Clear How many locks: 1 Colonial style: No Colonial DP Calculated Neg -: 75.00 FPA #: FL242 Substrate: Concrete Label: SHGC: 0.29 COG: VT (use for Turtle Code): 0.60 What side to Mull: View from Outside Sales 925533 Order # Print Date 5/19/2015 Page 2 of 5 r.1 00 HR710A HR710A ALUM WG Ordered: i 1' List Price $803.00 Configuration: 34 FLWCLR GG5/16 XO 1 Location: Rear - bedroom 2 - 54x51.25 ��, _�.. Size. 53.125W x 50.625H (size code: 34) Frame type: Flange Size Type: Tip -To -Tip Configuration: XO - Left Moving - Right Fimed Frame color: White Outboard Glass color: Clear Interlayer color: Clear Inboard Glass color: Clear Glass type: 5/16" Lami (1/8 Ann -.090 PVB -1/8 Ann) I How many locks: 2 Screen type: 18x16 Charcoal I Colonial style: No Colonial DP Calculated Pos +: 7 0 DP Calculated Neg -: 75.00 Certification#:(11-1114.04 FPA#: FL242 Anchorage: 1/4 Et Apcons (Substrate: Concrete Label: U -Factor: 1.08 i Label: SHGC: 0.62 Label: VT: 0.71 COG: VT (use for Turtle Code): 0.88 Energy Star: Does Not Qualify What side to Mull: View from Outside 3.1 (008) SGD770 SGD SERIES 770 Ordered:1 List Price 9 $5,422.00 Configuration: 142x80 7W/CU HH7/1 4/2 BY SN T 2131C Location: Rear - living room slide door -143x81.75 Door Configuration: By -Pass Door Configuration: Bypass Pocket Configuration: BP Panels & Tracks: 4 Panel / 2 Track Panel Configuration: OXXO Stacking: Standard Stack Unit Width:: 142.750 Unit Height:: 80.000 Send Door: Complete Frame Color: White Glass Type: Laminated Glass Make -Up: 7/16" HS/HS GlazingDescription: "7/16"" Lami (3/16 HS -.090 PVB - Interlayer Type: PVB .090 3/16 HS)" Glass Color: Clear Glass Upgrade: None Sill Riser Height: 21/2" Low -E: None Muntin type: No Grid Sill Riser Type: Narrow 'Screen Rail Quantity & Type: 1 Box Screen Rail 'Screen Rail Qty: 1 Screen Type: 1816 Charcoal Screen Panels: Box Screen Handle Type: Raised Interior & Exterior Screen Quantity: 2 Panel 3 (OSLI): Raised Interior & Exterior Panel 2 (OSLI): Raised Interior & Exterior Primary Lock Location: 39 Handle Color: White X -Panel Rollers: Steel Tandem (Standard) Secondary Lock Type: None Calculated DP -: 60.0000 Calculated DP +: 46.6700 NFRC Label: SHGC: 0.5400 Water: 7.0000 NFRC COGVT (Use for Turtle Code):: 0.8700 NFRC Label: VT: 0.6200 NFRC Energy Star Zone: Does Not Qualify NFRC LabelUF: 1.0500 FPANumber: FL251 NFRC CondResistance 15.0000—,Certification: ,.. Certification: Miami -Dade NOA (in HVHZ) 1 Which NOA: 14-0128.11 _(exp 2/17.4020 Substrate: Concrete AnchorType: 1/4" Elco Ultraconx O -Panel Rollers: Steel Tandem (Standard) Panel Reinforcement: None a.1 (009) FD101H WINGUARD FRENCH DOOR Ordered: 1 List Price $1,626.70 Configuration: 35.250X 79.750W/L7 GH3/8 HR E AH2 2 Location: LH side - garage - 35.25x81.25 �.....,__' Size: 35.250W x 79.750H � Door Swing: Outswing Frame Color: White Outboard Glass Color: PPG SolarBan 70XL InterLayer Color: CLR Glass Type: 3/8" Lami (1/8" Ann -.090 PVB - 3/16"HS) Part to Send: Complete unit Active Handle: PREP Standard Center Distance: 4 Overall unit Width: 0 SideLite Quantity: 0 Sidelite Height: 0 Sidelite lues down: 0 DP Calculated -: 75.00 FPA #: FL253 Which NOA: 12-0516.02 (exp. 10/18/17) Unit Configuration: X Active door (OSLI): Hinge / Active Right Outboard Glass Color: LX InterLayer Color: Clear Inboard Glass Color: Clear Sill Type: Exterior threshhold 2 -Point Lock: Send 2 -PT Lock !Active Deadbolt: PREP FD Colonial style: No Colonial Overall unit Height: 0 SideLite Width: 0 Sidelite lues across: 0 DP Calculated +: CertificationkI -051 Testing/Certification to be used for permit: Miami -Dade NOA (in HVHZ ) Anchorage: 1/4" ELCOTapcons Sales 925533 Order # Print Date 5/19/2015 Page 3 of 5 HR710A HR710A ALUM WG Configuration: D23 FLWL7 GG5/16 X0 Size: 74.00W x 38.375H (size code: D23) Size Type: Tip -To -Tip Frame color: White Interlayer color: Clear Glass type: 5/16n Lami (1/8 Ann - .090 PVB - 1/8 Ann Screen type: 18x16 Charcoal DP Calculated T�" Certification&'! 1-11 =1�4.0� 0� ,Anchorage:l� appcons Label: U -Factor: 1.08 Label: VT: 0.48 Energy Star: Does Not Qualify Total Products Ordered FD1 01 H: 1 HR71OA: 10 SGD770: 1 'Ordered: 1 List Price $887.60 1 Location: LH side - master bedroom - 75x39 'Frame type: Flange Configuration: XO - Left Moving - Right Fixed Outboard Glass color: PPG SolarBan 70XL Inboard Glass color: Clear How many locks: 1 Colonial style: No Colonial DP Calculated Neg -: 75.00 FPA #: FI 942 Substrate: Concrete Label: SHGC: 0.29 COG: VT (use for Turtle Code): 0.60 What side to Mull: View from Outside Sales 925533 Order # Print Date 5/19/2015 Page 4 of 5 Substrate: Concrete Door Label: U -Factor: 1.01 Door Label: SHGC: 0.29 Door Label: VT: 0.42 Door COG: VT (use for Turtle Code): 0.73 Door Energy Star: Does Not Qualify 10.1 HR71 OA HR71 OA ALUM WG !Ordered: 1 : List Price 1010) $681.00 Configuration: 33 FLWL7 GG5/16 XCI I Location: LH side - kitchen -54x39 Size: 53.125W x 38.375H (size code: 33) Frame type: Flange Size Type: Tip -To -Tip Configuration: XO - Left Moving - Right Fixed Frame color: White !Outboard Glass color: PPG SolarBan 70XL Interlayer color: Clear Inboard Glass color: Clear Glass type: 5/16" Lami (1/8 Ann -.090 PVB -1/8 Ann) How many locks: 1 Screen type: 18x16 Charcoal Colonial style: No Colonial DP Calculated Pos + 70w I DP Calculated Neg -: 75.00 Certification#:1-1114. FPA #: FL242 Anchorage: 1/4" EM6Tapcons Substrate: Concrete Label: U -Factor: 1.08 Label: SHGC: 0.29 Label: VT: 0.48 COG: VT (use for Turtle Code): 0.60 Energy Star: Does Not Qualify What side to Mull: View from Outside 11.1 HR71 OA HR71 OA ALUM WG 'Ordered: 1 List Price '011) $540.70 Configuration: 32 FLWL7 GG5/16W X0 1 Location: LH side - master bathroom - 54x39 Size: 53.125W x 26.00H (size code: 32) Frame type: Flange Size Type: Tip -To -Tip Configuration: XO - Left Moving - Right Fixed Frame color: White Outboard Glass color: PPG SolarBan 70XL Interlayer color: White Inboard Glass color: Clear Glass type: 5116" Lami (1 /8 Ann - .090 PVB -1/8 Ann) 1 How many locks: 1 Screen type: 18x16 Charcoal Colonial style: No Colonial DP Cal lated P c 1 DP Calculated Neg -: 75.00 Ceirtific2i )n#: 1-11 14.04--` 0 FPA #: A 942 1/4MO-Tapcons; Substrate: Concrete ,Anchorage: Label: U -Factor: 1.08 Label: SHGC: 0.29 Label: VT: 0.48 COG: VT (use for Turtle Code): 0.60 Energy Star: Does Not Qualify What side to Mull: View from Outside HR710A HR710A ALUM WG Configuration: D23 FLWL7 GG5/16 X0 Size: 74.00W x 38.375H (size code: D23) Size Type: Tip -To -Tip Frame color: White Interlayer color: Clear Glass type: 5/16n Lami (1/8 Ann - .090 PVB - 1/8 Ann Screen type: 18x16 Charcoal DP Calculated T�" Certification&'! 1-11 =1�4.0� 0� ,Anchorage:l� appcons Label: U -Factor: 1.08 Label: VT: 0.48 Energy Star: Does Not Qualify Total Products Ordered FD1 01 H: 1 HR71OA: 10 SGD770: 1 'Ordered: 1 List Price $887.60 1 Location: LH side - master bedroom - 75x39 'Frame type: Flange Configuration: XO - Left Moving - Right Fixed Outboard Glass color: PPG SolarBan 70XL Inboard Glass color: Clear How many locks: 1 Colonial style: No Colonial DP Calculated Neg -: 75.00 FPA #: FI 942 Substrate: Concrete Label: SHGC: 0.29 COG: VT (use for Turtle Code): 0.60 What side to Mull: View from Outside Sales 925533 Order # Print Date 5/19/2015 Page 4 of 5 TOTAL LIST AMOUNT: $15940.90 TERMS AND CONDITIONS: 1. All PGT products are made to order and are not returnable or exchangeable. 2. Price includes all material, and tax. 3. Installation included if listed on a seperate line, and includes all caulk, supplies, and labor. 4. Permit costs and fees associated with the permit included if listed on a separate line. 5. M&A Windows not responsible for alarm systems or components removal or installaton. 6. M&A Windows not responsible for damage to window coverings or furniture. (These items will be moved in order to facilitate installation at owners request.) 7. M&A Windows will leave windows in a construction clean state upon completion of the installation. Final clean to be done at owner's expense. 8. All work to be completed in a professional workmanlike manner according to standard practices and within requirements of the Florida Building Code. 9. All installations are warranted by M&A Windows, Inc. for a period of 5 years from the date of completion. PAYMENT TERMS: Material only orders: 50% deposit, 50% due upon material arrival at M&A Windows. Material and Labor orders: 25% Deposit due when proposal is approved. 50% Due when material delivered by PGT. 25% due upon completion of installation. (Not Inspection.) Current PGT Warranties in effect at time of sale will apply to all material on this order. The above terms and conditions are hereby accepted: Date M&A Windows, Inc. Date Customer Signature ALL QUOTES ARE VALID FOR A PERIOD OF 30 DAYS FROM PRINT DATE. PLEASE REVIEW QUOTE FOR PROPER SIZE AND QUANTITIES. PERMIT FEES ARE NOT INCLUDED UNLESS ITEMIZED ON QUOTE SHEET ABOVE. INSTALLATION COST IS NOT INCLUDED UNLESS ITEMIZED ON A SEPARATE LINE. DELIVERY COST NOT INCLUDED UNLESS ITEMIZED ON A SEPARATE LINE. Interest at the rate of 18% will be added to material only orders awaiting pickup for more than 10 days. Interest at the rate of 18% will be added to balance due after installation and a successful inspection for the first 30 days. After 30 days interest at the rate of 25% will apply. In the event of default by Buyer of this contract, Buyer agrees to pay all collecton cost, and interest from date of default. Reasonable attorney's fees shall be awarded to the prevailing party to any action brought under this contract. Owner agrees that in the event of breach of cancellation by Owner, Owner shall be responsible for charges to date of breach plus contract profits. Sales 925533 Order # Print Date 5/19/2015 Page 5 of 5 441 V-- y (,o - -- -d= W& �b 4 '—� .--,q t4' JUN 0 4 205 Miami Shc,res Village APFRO\jED BY DATE ZONING DEPT .... ...... i BLDG DEPT S UBJECT TO CCMPUANCE WITH ALLFEDERAL STATE ANfj CCUMY RULES AND REGULATIONS do 41 4 '—� .--,q t4' JUN 0 4 205 . . .... ...... •ee • • • • •.•••• 0000 0000 • ••.••. • • •• • ad 37� �1� /oz BUILDING DEPARTMENT - ' Sr WINDOW DETAIL INFORMATION INFORMATION FROM PRODUCT APPROVALS PERMIT 2! OPENING LOCATION 2 PRODUCT ACCEPTANCE NUMBER 3 4 PRODUCT APPROVAL DESIGN PRESS. RATING +PSF (-)PSF 5 8 7 PRESS. RATING REQD MAXIMUM FOR SPECIFIC OPEN. TESTED + PSF - PSF SIZE 8 ROUGH OPENING 9 SHUTTERS REQUIRED YIN - /S/ O Acro •i O • % a.3 4/0 . /S/3 1,7�! 5/ I/I fC to3 75/x383Aj / /xlo3 a% 3 L /�--/tt'{• 05( t -///V• S' 75- 71- �/o. / </o -/ 5 -3• x43 s3- G x3 3/ X A) 5to S3- to X�3 x ... y. oc� 75- 7so. &o o. • X s ��� .... �••. .... /o It- -ai s3��. �d . IDENTIFY OPENINGS ALPHABETICALLY ON ELEVATION SHEETS. IDENTIFY VERTICALLY STACKED GLASS IN THE SAME OPENINGS FROM BOTTOM TO TOP WITH A SUB NUMBER (A, Al, A2 ETC.). THE INFORMATION CONTAINED HEREIN WILL BE USED TO CONDUCT INSPECTIONS. E N G C O, ins. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585-0304 Fax: (954) 585-0305 Email: Engco@AOL.com REFA: w 15-34 Date: 5/19/2015 Contractor. M&A Windows 12078 Miramar Parkway Miramar, FL - 33025 Job: Wallace Residence 375 NE 102nd Street Miami Shores, FL 33138 Wind Load Calculation for Components and Cladding under ASCEISEI 7-10 (chapter 30) Florida Building Code 2010 Mean Roof Height. (MRH) 15 Feet Low Rise: Buildings with MRH<= 60' and M H R <= B Cladding Elevation 15 Feet Minimum W/dth: (B) 61 Feet Roof Slope DOME= ; ; •" Zone 5 for units located less than 72" from building comers Wind load combination factor Roof Slope Reduction Factor 1.00 zone 4 40.1 -43.4 zone 5 JM. T - .r5 3.G' • Basic Wind Speed Risk Category: 175 II mph Use Figure 26.5-1A or FBC 2010 ' Also (a) must not be less than eithei 40/64 Zhe least dimepsion or 3,feet. , ENGCO INC HAS NOT VISIT THE JDB ITE ; • • �� F Exposure C a Zg `W; (Section 26.7) 9.5 900 Exposure C: Open terrain with scattered obstructions height less than 30ft. Open country, grasslands THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED ;THE PRODUCT APPROVAL DESIGNED RATING. Building Type Enclosed (Fully and Partially Enclosed -Section 26.10) "� ' ' ' ' "• • • Sheet 1N PEDRO DE FIGUEIREDO, PE 52609 I • • "• • • • NOT VALID WITHOUT SEAL F ••• • 0 • ••• • • Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kz - Table 30.3.1 0.85 Kh - Table 30.3.1 0.85 Kzt -Section 26.8 1.00 To be used when hill height H >=15' Velocity Pressure (qz) 56.57 Psf qz=0.00256. Kz . Kzt. Kd. V^2 Section 30.3.2 Velocity Pressure (qh) 56.57 Psf gh=0.00256 . Kh . Kzt . Kd . V^2 Section 30.3.1 �Tributary Area�0- 10 ft2 GCpi ( Int. Pressure) 0.18-0.18 F section 26.11 GCp (Ext Pressure) zone 4 (+) 1.00 1 zone 4 (-) -1.10 -d Figure 30.4-1 (walls) zone 5 (+) 1.00 1 zone 5 (-) -1.40 Wind load Psf j positive negative i Psf Psf ; ; •" Zone 5 for units located less than 72" from building comers Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 zone 5 JM. T - .r5 3.G' • �.. + • • • • � � _ate, • � End zone (a) 9 •,72 •. lftmwl : : • e e - -.. e h Notation: (a) -10% of the least dimension or 0.4 of mean roof height, whichever is smaller. ' Also (a) must not be less than eithei 40/64 Zhe least dimepsion or 3,feet. , ENGCO INC HAS NOT VISIT THE JDB ITE ; • • �� F WIND LOAD BASED ON CONTRAOTOR WFIORMAT114 THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED ;THE PRODUCT APPROVAL DESIGNED RATING. 5/19/2015 ' l "� ' ' ' ' "• • • Sheet 1N PEDRO DE FIGUEIREDO, PE 52609 I • • "• • • • NOT VALID WITHOUT SEAL F ••• • 0 • ••• • • MIAMI -DADS MIAMI DADE COUNTY, FLORIDA i PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) Mm.miamidade.wY develonmento' PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or m �inlding code. This product is approved as rtbed herein, and ha n desim=�wt uilding Code, including the Hi elocity Hurricane Z DESCRIPTION: Se ' 16FD-101" OytsfRng Aluminum French Door w/ wo Sidelites - L.M.I. APPROVAL DO <NT: Drawing No. 11005-1, titled Series "Alum. French Door idelites, Impact", sheets 1 through ted 02/22/07 with rev' ' 12, prepared by manufacture, signed and sealed by LynnMil i Dade County Product Control Section renewal stamp with the N expiratI ate by the Miami Dade County Product Control Sect' MISSILE IMPACTTING: Large and Small Missile Impact Resistant LABELING: Each uni shall bear a permanent label with the manufacturer's n e or logo, city, state, model/series, and followin ement: "Miami Dade County Product Co pproved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .. ... . . . . . .. INSPECTION: A copy of:th?,% ir$ ZICIA.shall be provided to the user by the manufacturer or its distributors and shall be avallabfe 1orinepoction atthe job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1613.22 and consists of this page 1 an s E-1 and E-2, as well as approval document mentioned above. The submitted documun1a11bn vias revi'eAved bkJaifne D. Gas c , . E. . ... . . . . . . • • • • • • • NOA No. 12-0516.02 MLOLMI•DADecou�PJ•.' .. ,..# E iration Date: October 18, 2017 roval Date: August 30, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact', sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411,3.2.1, and TAS 202--94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC 2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submifted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300--02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutin, Inc. for their "Saflex and Vancer&clew and colo ixteulavers" dated 05/05/11, expiring on 05/21/16. . ...... %: . Jaime D. Gascott . E. • • • • Product Control Section Supervisor . . . . . . . . . . • • • • • • • • NOA No. 12-0516.02 see ;' ; ' • • .. • • . • Rxpiration Date: October 18, 2017 Approval Date: August 30, 2012 ... . . . . ... . . E-1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Subrnilted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo SideHtes — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. ....... . .. .. . ......... . • . • . • .. ... .. . .... . • •.. . • • • . • • • • • • . . . . ... . . . . . . .. . . . . . . . .. . . ... • • ••• • • E--3 . . . • • . . . . . . .. .. . . . .. .. ... . • . ... . . Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITS 1 NG OPTIONS: A 3/ " LAMI NOM..402° CONSISTING OF (1) LITE OF 1/8"ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM US (1) UTE OF 3/18" HEAT STRENGTHENED GLASS. B. 3/8" LAM[ NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3116° HEAT STRENGTHENED GLASS. C. 7/16° LAM[ NOM. (A6b) CONSISTING OF (1) LC(E OF 3/18" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. D. 7/16° LAMI NOM. (.4659 CONSISTING OF (1) LITE OF 3116° HEAT STRENGTHENED GLASS PLUS AN. PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. E.13/18° LAI1M IQ Aft. (.840°) CONSISTING OF (1) LITE OF 3/18" TEMPERED GLASS, 1/4"AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB �® INTER�OF DUPONT EWTACW PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. 2! N PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. GATIVIia p ( LDADS BAoSED ORI TESTED PRESSURE AND GLASS TABLES ASTM E 1300404. • 15.61OSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. *3.CONFIGURATIO4IS:) O, XX, X�1�t OXX OXO, AND OXXO. 91. ANCHORAGE: THE 33 U3'/o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL V�JS, THAT CQIEII• INTO CQITPA T 4dITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE • e%%QUIREMEWi5L9EE SHEETSiVj48Q%GH 10. "ME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES9 • • • *000 &S**ts REPORTS gTL-4964,521?.&.Vh €LCO ULTRACON NOA:11.0408.01,12-0126.09; ANSUAFBPA NDS -2005 FOR WOOD CONSTRUCTION AND ADM 2005 ALUMINUM DESIGN MANUAL. • 'NO PRODUrTjiA8gEEN DESMReM&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY • HURRICANE re(WHZ). . a .9i FIGURATIONS WHICH CONT/NN ASIDE LITE TO DOOR CONNECTION: E LOWF� %N PRESSLIkE FR8M TABLE 1. OR 2. PREVAILS. B. FULL LENGiN PONFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 6), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. BITE BITE NOA DRAWING MAP TOPIC SHEET GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ....... _.... 4 HORIZ. SECTIONS ........... b PARTS LIST ...................... 6 EXTRUSIONS ................... 6,7 ANCHORAGE .................... 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED BITE a s Lu g4 a ExnuuoR 9 4 �aV^ � 94 1/8" AN. OR 3118° AN. OR_ - 1/4" AIRSPACE 3/16" 1(S. HS. GLASS 3/18" HS. HS. GLASS 3/16",HS. GLASS .090 PVB INTERLAYER GLASS 080 PVB INTERLAYER GLASS 3118" TP. dLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR 1/8" HS. GLASS SAFLEX/KEEPSAFE SAFLEXIKEEPSAFE 090 PVB INTERLAYER MAXIMUM) MAXIMUM) (DUPONT BUTACITE) 3/8° NOM. 7/18" NOM. 13!18"NOM. GLASS STACK GLASS STACK GLASS STACK 318" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 7116" LAMI NOM. 13/16" LAMI IG NOM. GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 N CLU O W C J W J 0 to co R0 it It0 O g I- z LU O H � Z CJ QZ ZW Q o z� rA1 L6 O r 0 6 �i� �4 �'�� > :u� Z� toy O C� TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS � NOTES: APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO PRODUCTREN�-� -, N,ptyi„gaau,::: 8UildingCade r Build (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) TYPES: REINFORCEMENT )S REQUIRED AT DOOR &SIDE LITE CONNECTIONS LAMI (1/8" A, .080 PVB, 3/16" HS) *is" e =- P •. 17 LAMI (1/8" HS, .090 PVB, 3118° HS) g I DOORS WITH GLASS TYPES A, B, C, D OR E C. 7/18" LAMI (3116" A, .090 PVB, 3/18° HS) tu(IemUh > t Don HEIGHT D. 7/18" LAMI (3/18" HS, .080 PVB, 3/16" HS) ® E. 13116" LAMI IG (3116° TP,1/4"AIRSPACE,1/8" HS, .080 PVB, 3118" HS) XX UV1DT 6 - 79 3/4" 7° =83314- 87 314" 91 3/4" 8° - 85 3/4" 3° 37 1/2" ° 71 3! " 5.0 -7 . +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2. COMBINED DOOR &SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OXIXO WIDTH = 731/2° Q N U Q • T GLE SIDE LITES WITH GLASS TYPE A • MAX. OXO WIDTH =1091/2" C • MAX. XXO/OXX WIDTH =107 3/4" • • • • 27 314" +75.0 f3.0 875.01-75.01+75.01 -75.0 +75.0 -75.0 +75.0 -75.0 • •MAX. OXXO WIDTH =143 314"tib O Da - • • • • • o 3. SINGLE DOORS 33 6/8' WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" W a • 36 S/4° +75.0 +76ti +74.8 -74.91+70.41 -70.4 +66.6 -86.6 +63.1 -63.1 OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF rHE ONARROWER • FBC� DOORS MAY BE USED WHERE EGRESS S NOT REQUIRED B CODE.R • • • O IIB SIDE LITES WITH GLASS TYPES B, C, D OR E W J • 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. •: • • � ��" +75.0 '>3b '75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 W p LL • 6. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: �I,BL�E 2. DESKlN RESS OR COMBINED DOOR /SIDE LITES ONLY � � ui 05 10 • � N • APPROVED GONFIGURAiKX�96►QX, XO, OXO, XXO, OXX & OXXO • OXO WITH GLASS TYPE A • • (aTHE LOWER � FOR TIi613L10R OR SIDE LITE PREVAILS.) C7 O H • REINFOR• IS NQT R@QUIRED AT DOOR &SIDE LITE CONNECTION 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES 0 Z DESIGN PRESSURE =+67.61-67.6 PSF Q V • •••• •••• • • GLASS TYPES A, B,C,DORE �••••• HEIGHT EX. B FROM TABLE 1. Q Ix O. W W OXXO WITH GLASS TYPE A X WIDTH XX WIDTH g8 _ 79 3/4" 7° _ 83 3/q" 87 3/4" 91 3/4" 80-953/4' 88" WIDE x 85' HIGH DOUBLE DOOR WITH 36112" SIDE LITES Z LL o p% N 2° 251/2" q° 47 314" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE = +70.4 / -70A PSF g 0, p 8 Q N �52 g � p ILL 271/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 C FROM TABLE 2. 0 p OXO WITH GLASS TYPE C v 291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -4B.1 +43.8 -43.8 +41.6 -41.6 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE _ +43.61-43.6 PSF 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 ® c 28 331P1" 54 63 3!4" +43.1 -43.1 +43.1 -43.1 +41.5 -49.5 +39.3 -39.3 +37.3 -37.3 EX. D FROM TABLE 2. TYPE C OXXO WITH GLASS 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314' WIDE x 80' HIGH DOUBLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE _ +43.11-4&1 PSF o, c 3° 371/2" 6° 71 314" +34.0 -34.0 434.0,-34.0,+34.0,-34. 0 +34.0 -34.0 +34.0 -34.0 SIDE LITES FROM TABLE 1, WHICH a �' O WIDTH GLASS TYPES A, B, C, D OR E 8. FOR COMBINED DOOR AND o REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10314" +T5.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 N���� SINGLE 19" +72.4 -724 +68.5 -6$.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 213/411 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 47.2 +44.7 44.7 +42.6 -42.6 361/8" +35.2 -35.21+35.21 -35.21+35.2 -35.21+35.21-35.2 +34.4 -34.4 363/411 +34.01-34.01+34.01-34.01+34.0 -34.01+34.01-34.0 +34.0 -34.0 731/2" MAX. 38 3!4° r— MAX. ...... . . . . •...a. IE •• .. • e ••••��SEENOTE4 • • •OX ORXO;••• •ie••• •4'#W2" '•' 95 4° MAX. 1 O TYP. .84 3!8° MAX. DLO TYP. 40° (TYP.) D► ID L X J 1091/2°MAX. - 36314°-� SEE 383!4°_ MAX. r ter— MAX. LE� 49 103 0 SEE NOTE 4 --�' OXO -�--SEE NOTE 4 143 314° MAX - FMAX 3f4°—►i-" SEE 49 10 Et t 1E AC SEE NOTE 4 J� NOTE 3—r— 3MA 41 95 314° (TYP-) VINACEf JE O OXXO 41 SEE NOTE 4 14° MAX 38 3/ 71 3 MAX.. 24 9118° MAX. 33 518° MAX. DLO (TYP) DLO (TYP.) G 1 �I B 49 41 IG XMAX4° 95 31 103 (TYP-) rM� ° DLO (TYP.) DOOR DLO HEIGHT -HEIGHT-11318" DLO WIDTH'X =DOOR WIDTH -1215116" JC F f IF DLO WIDTH WC = DOOR W WTH/2 415116" X AC. JINACT t O SIDE LITE DLO HEIGHT - HEIGHT -11318" DLO WIDTH - WIDTH -3118" NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP W AND "" DOORS BY 314" WHEN ASSEMBLED TO MAKE XO','OX','OXO" XXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR'X' AND WC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) OW DOOR - DOOR WIDTH12 4.079) LVED the Flod" C 0 0 lex �2 �veD 3 avRempty g IhoFl�a ib BulldiaaCode094. 40 a F+ olulm- EXTERIOR INTERIOR Rk Dada F[ of 10 1 2 60 • • i • i •• • 64 AT HEAD/JAMB O Q • • • • • 65 AT SILUJAMB `- • • • • • • • • ` CLEAR -COLORED ' O SEALANT W r • • EXTERIOR • • • • • INTERIOR �2 O �- ••e••• •••• •• •• • ...•. .... 63 o 0 i••e•i •••••• • 0 0 • • • • �p Z Q o •••••• • •• • p h Q QZ • • • • LLl • • •••w _ • • • • • • • • • w MAX, • MAX. MAX. E pOp fn W U • • • • • •DLO DOOR DLO E 62 ¢ W HEIGHT HT d N U o °d N � o ML m a ® In g SL VIEW G-G�d 30 61 CORNER ASSEMBLY 12 ```�� lltlrrn,,i 11 DOOR SECT. A -A SL SECT. B -B13 ' r' z VERTICAL VERTICAL MAX SID LIT HEIGHT 4 49 PRODUCEREMWED mmePmrma �► --MAX. •XX' WIDTH pu' � wo I2.— C?5 ! (o .O Acceptance No I,a1 D E Dade ProddM Cm 1 o e rl N Q :... . ..: s• • • �MAX. � ' 1 Q 2 G • • • • • • • • • DLO 'XX' S ECT. C -C • DLO 31 .• • 35 3$ 44 HORIZ. 46 45 5 32 IW- •••••• •••• • • • J p U- ••••• •••• •••••• Z0 •••: Q • •••• MAX.'X'WIDTH 0) :••• • • ••s • • ••ss z 08 10 • Lo •:•• • • •• • .. Q x�j w 0 = •: • • • • D-z� • • • • INTERIOR U J Q W ®�o o o: P ►A I"' OLD "`� 'X' QN = a SECT. D -D = 46 21 5 HORIZ. EXTERIOR SPACING, SAME AS 67 JAMB ANCHOR SPACING MA SL WIDTH ® N MAX. SL WIDTHX. r �� (SEE SHEETS 7, 8 AND 9)EPE J DLO 22 SEE TABLES i AND 2 AND I' NDLO =?,'„ ,� ti a. Q o Z - 66 62 NOTES ON SHEETS 1 & 2 SL SECT. E -E 62 FOR APPLICABILITY SL SECT. F-Fyam, _ - ; �': c �,0 '4 �� ° HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) ITEM DWO # PGT# DESCRIPTION 80 820D 8920D SIDELRE HEADER 81 921D 8921 SIDELITE SILL 82 9188 80381 • • • • • • • • • •••••GUMS,N • • •••••• •••••• • 83 1166 781PQA #8X1.000 QUAD PN. SMS 84 PRODUCCRENEWED ay complyht %vith iha Flludda - Euildh%Cada 7� — V S(&.V AccaPlairc Date (7 jy}j aPcodac► TEM DWG # PGT# DESCRIPTION 1 8438 80411 FRAME HEAD 999 7998 SILL GASKETS (STOCKING #70899) 88 2 1010 8Q300 WSTP.,Q-LGN .190 X.376 HIGH SIDELTTE JAMB ADAPTER 87 3 7070 87070K BULB WEATHERSTRIP .187 X.300 HIGH 70 712863K SETTIING BLOCK, 3/32" X 1t4" X 1" W/PSA, 86 +!-5 DURO. 4 956 79bbX FLUSHBOLT STRIKEPLATE 71287K SETTING BLOCK, 1118° X 112" X 1° WlPSA, 85 +/-b DURO. 72 4222A 84222 fi 838 7938X 2 PT. LOCK STRIKEPLATE 73 988 8988 BEAD, 3/8" 8 856 7958A FRAME HEAD STRIKEPLA'fE BACKING PLATE 4087E 84087 BEAD, 13118° IG BO 7 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W/SILICONE PATCH 1/4" DURASEAL 10 SPACER 99 8TP248 8 99b 70895 GASKET (BETWEEN THRESHOLD &FRAME JAMB 92 988 84988 BEAD, INTERIOR O OL 1224 8TP247 j a 0. I- Q I- W O W LL IY O o C r 0- c4 O 9 988 70898 GASKET (BETWEEN HEAD &FRAME JAMB} GLASS, 3/8° (AMI -118" A, .90 PVB, 3/18° HS 88 3/8° LAMI -118° Iia, .80 PVB, 3/18° HS 10 952A 8533p18 FILLER HEAD ADAPTER Dl GLASS, 7118° LAMi -3118° H3, :80 PVB, 3118° H8 11 1 • 8110pOM OUTSWING THRESHOLD GLASS, 13/18° LAW 10 - 18° TP, 1/4" AIRSPACE, 1/8" H3, .90 PVB, 3/18" HS 103 OFF -THE SHELF 12 18 • 87187ta • • WSTP, .350 RD FOAM FILL -SLOT (AMSBURY532011 r 13 11004A 8110 OUTSWWG THRESHOLD CHANNEL COVER 14 'M9p1A • 411001A ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 1b W2A 41100 • CETAL SPACER .086 (INHOUSE INJECTION MOLDED) 18 11003A 411001/("' • ACETAL SPACER .140 INHOUSE INJECTION MOLDED) +n 2y �j $.1 CC 20 915D • • 80380 • • • RAME JAMB (OUTSWING) 21 1 8Q30 WSTP.,Q-LGN .190 X.375 HIGH 22 8808 88608M REINFORCEMENT, 1.000 X 2.750 X 0.860, 8�7 T6 23 78X11 X 1.600 PH SOA 7!S 24 '{fbl8� • 71048 "• • JAMB SCREW COVER CAP 2fi 93p 41721p1 • • • • TRI PLATE INSERT 28 1118 71 10X.7b0 PH. FL. SMS 27 7019 • 87070K BULB WEATHERSTRIP .187 X.300 HIGH 30 8910 OOR PANEL, TOP &BOTTOM RAIL 504—�{^�+� U u0 .055--*-- OUTSWING THRESHOLD 3 CHANNEL COVER 8083 T8 01 00 860 126 _ OTUBE MULL 22 6063-T6 31 9198 • 8911 • DOOR PANEL, SIDE RAIL 32 � • � 7FRM0 HINGE EXTRUSION 33 1178 71058FP W,B #10 X.626 PH. FL. SMS L�� N `G N 34 813A 80378M TRUSS CLAMP 36 1130 BTRODA 6/18.18 THREADED ROD 38 990 7890NUTA 5t1&18 FLA GED HEX NUT 36 37 914A 80379M WEATHERSTRIP CHANNEL ® a 2! 38 7834FPT #8 X.75 PH. FL. TEK 39 997 70897 GASKET (BETWEEN PANEL HEAb/SILL 8 PANEL STILES} 40 1023 67924G WSTP., .187 X.260 HIGH, FINSEAL IDE OL ASSY. (INACTIVE PANEL ONLY) 41 928 41720 SLIllill 42 1145 78X12FPAW 58 X.50p PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 8838 8883 DOOR PANEL ASTRAGAL 1(OUTSWBJG) 46 9846 6984 DOOR PANEL ASTRAGAL 2 (OUTSWMG 48 1213 8Q200K W3TP.,Q-LGN .190 X.204 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 8 41708} W ai Q;a �' ~ °' q Z : u C� n i '.,°tib' •........• ' pQ`.� d HOW 48 1139 7834E 56X.769 PH. FL. SMS 49 982 FDZP AY 2 PT. LOCK ASSY. 60 6R180FS RUBBER SLEEVE 61 830 41721 STRIKE PL. INSERT INACTIVE PANEL) b2 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA 510X.750 PH FL. SMS 54 957 70857X HANDLE STRIKE PLATE 66 ITEM DWO # PGT# DESCRIPTION 80 820D 8920D SIDELRE HEADER 81 921D 8921 SIDELITE SILL 82 9188 80381 SIDELTTE JAMB 83 1166 781PQA #8X1.000 QUAD PN. SMS 84 988 7998 HEAD GASKETS (STOCKING #70908) 86 999 7998 SILL GASKETS (STOCKING #70899) 88 934A 8164tH SIDELTTE JAMB ADAPTER 87 #12 X 1.000 SHEET METAL SCREW 70 712863K SETTIING BLOCK, 3/32" X 1t4" X 1" W/PSA, 86 +!-5 DURO. 71 71287K SETTING BLOCK, 1118° X 112" X 1° WlPSA, 85 +/-b DURO. 72 4222A 84222 BEAD, 7M8" 73 988 8988 BEAD, 3/8" 74 4087E 84087 BEAD, 13118° IG BO BDURAKI4 1/4" DURASEAL 10 SPACER 99 8TP248 BULB, THIN SED IN EXTRUDED BEAD) 92 988 84988 BEAD, INTERIOR 83 1224 8TP247 BULB, THICK (USED W EXff2UDE0 BEAD), 85 +/-1 DURO. 94 GLAZING SILICONE, DOW 889 OR 983 86 GLASS, 3/8° (AMI -118" A, .90 PVB, 3/18° HS 88 3/8° LAMI -118° Iia, .80 PVB, 3/18° HS 97 GLASS, 7/18" LAMI - 3H8" A, .90 PVB, 3/18° H3 98 GLASS, 7118° LAMi -3118° H3, :80 PVB, 3118° H8 99 GLASS, 13/18° LAW 10 - 18° TP, 1/4" AIRSPACE, 1/8" H3, .90 PVB, 3/18" HS 103 OFF -THE SHELF DEAD BOLT LOCK 1118 710X34PFA #10X.760 PH FL SMS ITEM DWO # PGT# DESCRIPTION 80 820D 8920D SIDELRE HEADER 81 921D 8921 SIDELITE SILL 82 9188 80381 SIDELTTE JAMB 83 1166 781PQA #8X1.000 QUAD PN. SMS 84 988 7998 HEAD GASKETS (STOCKING #70908) 86 999 7998 SILL GASKETS (STOCKING #70899) 88 934A 8164tH SIDELTTE JAMB ADAPTER 87 #12 X 1.000 SHEET METAL SCREW 70 712863K SETTIING BLOCK, 3/32" X 1t4" X 1" W/PSA, 86 +!-5 DURO. 71 71287K SETTING BLOCK, 1118° X 112" X 1° WlPSA, 85 +/-b DURO. 72 4222A 84222 BEAD, 7M8" 73 988 8988 BEAD, 3/8" 74 4087E 84087 BEAD, 13118° IG BO BDURAKI4 1/4" DURASEAL 10 SPACER 99 8TP248 BULB, THIN SED IN EXTRUDED BEAD) 92 988 84988 BEAD, INTERIOR 83 1224 8TP247 BULB, THICK (USED W EXff2UDE0 BEAD), 85 +/-1 DURO. 94 GLAZING SILICONE, DOW 889 OR 983 86 GLASS, 3/8° (AMI -118" A, .90 PVB, 3/18° HS 88 3/8° LAMI -118° Iia, .80 PVB, 3/18° HS 97 GLASS, 7/18" LAMI - 3H8" A, .90 PVB, 3/18° H3 98 GLASS, 7118° LAMi -3118° H3, :80 PVB, 3118° H8 99 GLASS, 13/18° LAW 10 - 18° TP, 1/4" AIRSPACE, 1/8" H3, .90 PVB, 3/18" HS 103 OFF -THE SHELF DEAD BOLT LOCK 1.760 1.760 -►I 1.7501.750 PRDDUCfR8N6tVBD .� 1.620 ascomW9'"B%vtththcFlorFda 1.480 ►{ 050- P � 2" DSi �3. vDa .250 Mi Da Pmauct 4.728 WEATHER 4.626 4.726 4.726 .082 .050 3% STRIP CHANNEL N Q 000 082 4.100 .062 4.100 .062 4.875 4. 3.000 6083 Tb • • 4.675 01.375 O � Q • • • • •• • • • 4.100 0000•• • • • �.cf) 0000• o 0000•• • • • • 2.125 • • • O POOR FRAME, 125 W r" • 20 • • • • • • JAMB *:*see 0000 •• •• 6063 -To J DOOR PANEL • • DOOR PANEL W o • • • • $O • W& BOTTOM ME • • 31 SIDE RAIL DOOR PANEL DOOR PANEL d Q 1 000:0 0000: QOSZ i6 • • • • 6063-T8 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE N LL 0 • • • 6083-T6 0063-T5 1.678 32 6063-T5 ham- a5 O • • 0008 0000 �1.600�{ d' 00.800 • • •856 3.111 •I 126 i 1 .668 �.'-.626 -• { .880 a O i •�L J-� .ObO N 9:4106 • • • .760 883 .050 e • 883 O = Z • •0•e • • II� T • 1.400 .05t-� Ih�t i 060 �{ x.172 Wp U •••008 0000LU Z Z • 0 FILLER HEAD ADAPTER 34 TRUSS CLAMP 73 3/8° GLAZING BEAD %2 7/18" GLAZOJG BEAD 3.000 .683 050 O LL 1 O 6063-T5 6063-T5 6063.78 T ? LL o 6083-T6 I[tj �- 3.100 1.092 1.092 �+-g Q c';4 1�LL �3.000� IG GLAZING BEAD g 9 �2 SL JAMB 74 8083 T5 T[� O 6063-T6 1.2721 Q7S h t, 830 r 4.0b0 5.459 .076 5.212 O FRAME HEAD 6.085 = 076 n 6083-T8 4.586 2.980 .050 .750 .060 .�... y .078 1489 u! 489 2� a 3.100 3.000 SLJAMB=,';`�S'u O°ryt'`.�Q4 11 O OUTSWING THRESHOLD O SL HEADER O SL SILL ADAPTER 6063 -TO 60 6063-T6 61 6063-T6 6063-T8 HEAD rZONE "D°"ZONE ZONE "C" --I ENE' hul z. coLI Q Q pyo Q q` Q XXO OR X z z N d N m • •• m • • �Q SILL OE1 SEE TABLE 8., SHT. 9 • • • •RR• • •� StLt• • i ••�wu• ZONFi4p••-1 SEE TABU€ 3.. SHT• 9 • • •.•• • . • • eHEAD • L Ahtur JIEAD HEAD HEAD ZONE "D"--t--ZONE "D"—1 Q Q z XX z N N m m • • I • • • • • • tSILL �_ SILL • • • • ZONE "D° ZONE "D" • • SEE TABLE 4., SHT. 9 •••• HEAD •••o••t" 1 . •• i«i•Y�• •. 04, •• .••• • O OXO SILLSILL O E�—ZONEL°F"--ZONE SEE TABLE 7., SHT. 9 1 HEAD I ZONE E"--1 I � Lu w O N SILL ZONE "E" SEE TABLE 8„ SHIT. 9 HEAD - SEE TABLE 7., SHT. 9 rZONE "D°"ZONE °F""Z ENE' hul z. coLI Q Q pyo 2 z q` H XXO OR OXX N d SILL_—t—LL � S�— SILL OE1 SEE TABLE 8., SHT. 9 - SEE TABLE 7., SHT. 9 HEAD` HEAD HEAD rZ HEAD E HEAD "F" __ E E-} 'II Lu w N OXXO gO Q w Ad SILL ILL LBILL } ZOEN"E�ZONE°F"�ZONE F"--I-ZOE E1 SEE TABLE 7, SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4 -XV DOOR, WITH 19"x 83 314" SIDE LITES (SEE SOLUTION AT RIGHT) NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCOTAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHORQUANTITIES ARE BASED ON SPACING AS FOLLOWS (3 MIN. O.C. FOR CONCRETEx SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. W OM A x - MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A.19" x 83 3/4" SIDE LITES "B° AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F° ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+8+2 - (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • = ANCHOR LOCATION FOR EXAMPLE ABOVE S2 N O 17 t--ZHEAD ONE "D"—�ZONE HEAD E"1 hul z. coLI Q pyo 2 z q` XO OR OX z N d SILL ZONE "D"�ZONEL E"� SEE TABLE 8., SHT. 9 HEAD` HEAD HEAD rZ HEAD E HEAD "F" __ E E-} 'II Lu w N OXXO gO Q w Ad SILL ILL LBILL } ZOEN"E�ZONE°F"�ZONE F"--I-ZOE E1 SEE TABLE 7, SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4 -XV DOOR, WITH 19"x 83 314" SIDE LITES (SEE SOLUTION AT RIGHT) NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCOTAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHORQUANTITIES ARE BASED ON SPACING AS FOLLOWS (3 MIN. O.C. FOR CONCRETEx SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. W OM A x - MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A.19" x 83 3/4" SIDE LITES "B° AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F° ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+8+2 - (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • = ANCHOR LOCATION FOR EXAMPLE ABOVE S2 N O 17 hul z. coLI pyo 2 z q` y •• � d APPROVED ANCHOR TYPES: 1.1/4" LCO TAPCONS FRODUCTR MVVBD w oomn�y108,atn mo B10rtft su0a10g Coao 2.114" ELCO SS4 CRETE-FLEX Aceepmnca CO AAASONRYANCHORS BnpiraOm�De� f FZ gq����F Cuntr3 3. #12 SCREWS (GS) Mi Dsdo Product 1 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 cm p AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE p U SIDE SIDE 31 SOLUTION ON SHEET 8. LITE LITE �� o LU LU J r d} w o F- p cl) LL L7 Q olj O }0 C7 p F p Z Q d w d N O O Q N U p a� oZi :w r �a z °,h �wN:O >° 0;>co2 Gj) a ,'�����ii TABLE 3. X DOORS ® TABLE 4. XX DOORS �D TABLE 6.0 SIDE LITE Qo TABLE S. XO & OX � TABLE 7. OXO. XJCO, OXX (ALSO X DOOR OF XO & OX) & OXXO GLASS TYPES A , C, D, E GLASS TYPES A, B. C. D. E GLASS TYPES A. B. C, q E GLASS TYPES A. B. C, D, E GLASS TYPES A, B. C. D, E ANCHORTYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 8 SUBSTRATE 2,3, 1.2, & SUBSTRATE 2,3, WOOD 1,2, CONC &SUBSTRATE 2,3, WOOD 1,2, CONC 8 SUBSTRATE 2,3, WOOD 1,2, CONC &SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOADZONES DOORWIDTIiS LOAD ZONES DOOR WIDTHS LOAD ZONES 'k' - 25.b0 � � SON - 47.7b to 'O' - 10.7b 'X" - 2b.60 '7e' - 2bb0 TO 37.b0 TO 71.78 TO 38.7b TO 37.50 TO 37.81) �• ?•t t� � � � � � � � a7a$ �' � i�� � � � g� TO 71.76 � g� t�bit� x x x 3 $ {H x �,Ii. VVloTli x Hr. o 0 0 o WIDTH x Hr. o o x x o o x x VdIDTH x Hr. o o� o o �bibQ � j9.7$ $! 4 3 2 3 47.7$ x 7.76 4 3 8 4 2 3 10.76 x 79.7b 4 1 4 1 10.7$ X 78.7b 4 2 4 2 10.7b x 79.75 4 2 4 2 • 63.7b 6 2 7 4 2 3 • 8++9.76 B 4 7 4 2 3 83.78 4 1 4 M1 83.76 a 2 83.7b a 2 4 2 •• 87.76 b 2 4 2 3 ••• •117.76 b 4 7 4 2 3 87.76 4 1 4 1 87.76 4 2 Kpp 4 2 tY 87.75 4 2 p 4 2 p �•••�1.75 6 2�� 2 3 •••x.76 6 4 7 4 2 3 91.7b 4 1 4 1 91.76 4 2 0 4 2 � 91.7b 4 2 4 2 �3 ••• •56.75 8!, 4 2 3 •• ••89.76 6 4 7 4 2 3 96.76 4 1 4 1 8b.76 4 2 X 4 2 y. 9b.75 4 2� 4 2� W69 s 19.76 6 2 2. 2 3 fi4.7is»78.76 6 4 7 4 2 3 12.76 x 79.7b 4 2 4 2 12.7$ x 78.7b a 2 t� 4 2 Q 12.76 x 78.76 4 2 4 2 �ii.7b 8 2 3 ••• •&i.7b 6 4 7 4 2 3 63.76 4 2 a 2 83.76 4 2 d 4 2 � 83.76 4 2 4 2 •••• af.7b 5 2 7 4 2 3 ••• •82.76 JE 73 87.764287.76 4 2�42m87.7a 242 91.7b 8 2 7 4 2 691.76 74 2 3 81.76 4 2 4 2 91.75 !4h91.7642••8.7682 6•9.76 4 7 4 3 6 9b.76 4 2 4 2 9b.76 4 2 p 4 2 96.75 4 2 6 4 2 7480 x 79.76 6 2 8 8 2 3 .j�>(7�.76 6 4 7 4 2 3 19.00 x 79.76 4 2 4 2 19.00 x 79.76 4 3 � 99.00 x 79.7b 4 3 0 2� c• s• i3.7$ 6 2 i• 2 3 • 80.7b b 4 7 4 2 3 83.76 4 2 4 2 83.7b 4 3� 4 2 83. 4 3 W 4 2 W 87.7b 8 2 6 87.75 b 4 7 4 2 3 87.76 4 2 4 2 87.7b 4 3 87.76 4 3� 4 2 e 91.75 6 2 8 4 2 5 91.7 8 4 7 4 3 5 81.7b 4 2 4 2 81.76 4 3 � 4 2 < 91.7$ 4 3 4 2 96.75 8 2 8 4 2 6 96.7$ 8 4 8 4 3 b 96.76 4 Z 4 2 96.76 4 3 X 4 2 d 96.7$ 4 3 4 2 31.50 x 79.78 6 2 8 4 2 3 $9.76 x 79.7$ 6 b 8 4 2 3 21.7b x 78.75 4 2 4 2 21.76 x 79.7$ 4 3 a 2 G 21.75 x 78.76 a 3 K 4 2 a 83.7b 6 2 8 4 2 b 83.76 8 6 8 4 2 3 83.76 4 2 4 2 83.7b 4 3 �. a 2� 83.76 4 3 g 4 2 LL 87.7b 8 2 8 4 2 6 87.7b 8 6 8 4 3 6 87.76 4 2 4 2 87.7b 4 3 4 2 87.76 4 3 4 4 2 rf 91.7b 8 2 6 4 2 b 81.7b 8 6 8 4 3 b 91.76 S 2 4 2 91.76P6 3 4 2 � 81.7b b 3 0 4 2 0 8b.7b 7 2 10 4 2 6 95.75 8 5 8 4 3 S 9b.76 6 2 4 2 95.7b 3 � 4 2 to 86.7$ b 3� 4 2 33.b0 x 79.76 6 3 8 4 3 3 83.76 X79.7 S b 8 4 2 3 27.75 x 79.78 8 2 4 2 27.76 x 79.75 b 3 � 4 2 1 27.75 x79.7 5 3� 4 2 m 83.7b 8 3 8 4 3 5 63.78 8$ 8 4 3 b 83.76 b 2 4 2 83.76 $ 3 � 4 2 t3 83,75 b 3 f- a 2 f<f. 87.76 8 3 8 4 3 8 87.7b 8 5 8 4 3 b 87.76 b 2 4 2 87.76 b 3 � 4 2 z: z1 87.76 6 3� 4 2� 81.76 7 3 10 4 3 6 91.78 8 6 6 4 3 6 91.76 8 2 4 2 91.75 8 3 w 4 3 � 81.75 8 3 4 3 96.7 7 3 10 4 3 8 95.78 7 8 10 4 3 8 86.76 8 2 4 2 85.76 8 3 4 4 3 Q 86.76 8 3 4 3 36.60 x 78.78 8 3 8 1413 b 87.76 x79.76 8 b 6 4 3 6 38.13 x 76.76 8 3 4 3 38.13 x79.76 8 4 � 4 3 � 38.13 x 78.75 8 4 4 3 63.75 8 3 8 4 3 5 83.75 8 5 6 4 3 b 83.76 8 3 4 3 83.75 8 4 p 4 3 p 83.75 8 4 6 4 3 a 67.75 8 3 8 1413 5 87.75 8 b 6 4 3 b 87.75 7 3 4 3 87.75 7 6 � 4 3 � 87.7b 7 8 d 4 3� 91.7b 7 3 10 4 3 6 91.76 7 8 10 a 3 8 91.75 7 3 4 3 91.75 7 6 p 4 3 p 81.7b 7 b oc 4 3� 5 7 3 101413 5 8$.75 7 8 10 4 3 5 95,75 7 3 4 3 95.75 7 5 86.76 7 5 i 4 3 i 37. 79:7 3 8 3 5 71.75 x 79.76 8 6 6 4 3 6 38.7$ x78.76 8 3 4 3 38.75x79.75 8 4 Q 4 3 .¢ 38.75 x 79.76 8 a� 4 3 83.76 6 3 8 4 83.7 8 b 9 4 3 b 83.76 8 3 4 3 83.76 8 83.76 8 4 tq 4 3 W 87.76 T 3 �10 4 3 6 87.76 8 b 9 4 3 6 87.7$ 7 3 4 3 87.75 7 6 � 4 3 � 87.75 7 6� 4 3m 81.75 T 3 4 3 6 91.75 7 8 1014 3 6 81.75 3 4 3 91.76 7 6 y 4 3 � 91.75 7 b 4 3 96.75 7 3 4 3$ 95.76 7 8 10141 3 6 95.76[17 3 4 3 95.76 7 5 � 4 3 95.7$ 7 5 4 3 APPROVED ANCHOR TYPES: 1.1/4" LCO TAPCONS FRODUCTR MVVBD w oomn�y108,atn mo B10rtft su0a10g Coao 2.114" ELCO SS4 CRETE-FLEX Aceepmnca CO AAASONRYANCHORS BnpiraOm�De� f FZ gq����F Cuntr3 3. #12 SCREWS (GS) Mi Dsdo Product 1 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 cm p AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE p U SIDE SIDE 31 SOLUTION ON SHEET 8. LITE LITE �� o LU LU J r d} w o F- p cl) LL L7 Q olj O }0 C7 p F p Z Q d w d N O O Q N U p a� oZi :w r �a z °,h �wN:O >° 0;>co2 Gj) a ,'�����ii TABLE 3. X DOORS ® TABLE 4. XX DOORS �D TABLE 6.0 SIDE LITE Qo TABLE S. XO & OX � TABLE 7. OXO. XJCO, OXX (ALSO X DOOR OF XO & OX) & OXXO GLASS TYPES A , C, D, E GLASS TYPES A, B. C. D. E GLASS TYPES A. B. C, q E GLASS TYPES A. B. C, D, E GLASS TYPES A, B. C. D, E ANCHORTYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 8 SUBSTRATE 2,3, 1.2, & SUBSTRATE 2,3, WOOD 1,2, CONC &SUBSTRATE 2,3, WOOD 1,2, CONC 8 SUBSTRATE 2,3, WOOD 1,2, CONC &SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOADZONES DOORWIDTIiS LOAD ZONES DOOR WIDTHS LOAD ZONES 'k' - 25.b0 � � SON - 47.7b to 'O' - 10.7b 'X" - 2b.60 '7e' - 2bb0 TO 37.b0 TO 71.78 TO 38.7b TO 37.50 TO 37.81) �• ?•t t� � � � � � � � a7a$ �' � i�� � � � g� TO 71.76 � g� t�bit� x x x 3 $ {H x �,Ii. VVloTli x Hr. o 0 0 o WIDTH x Hr. o o x x o o x x VdIDTH x Hr. o o� o o �bibQ � j9.7$ $! 4 3 2 3 47.7$ x 7.76 4 3 8 4 2 3 10.76 x 79.7b 4 1 4 1 10.7$ X 78.7b 4 2 4 2 10.7b x 79.75 4 2 4 2 • 63.7b 6 2 7 4 2 3 • 8++9.76 B 4 7 4 2 3 83.78 4 1 4 M1 83.76 a 2 83.7b a 2 4 2 •• 87.76 b 2 4 2 3 ••• •117.76 b 4 7 4 2 3 87.76 4 1 4 1 87.76 4 2 Kpp 4 2 tY 87.75 4 2 p 4 2 p �•••�1.75 6 2�� 2 3 •••x.76 6 4 7 4 2 3 91.7b 4 1 4 1 91.76 4 2 0 4 2 � 91.7b 4 2 4 2 �3 ••• •56.75 8!, 4 2 3 •• ••89.76 6 4 7 4 2 3 96.76 4 1 4 1 8b.76 4 2 X 4 2 y. 9b.75 4 2� 4 2� W69 s 19.76 6 2 2. 2 3 fi4.7is»78.76 6 4 7 4 2 3 12.76 x 79.7b 4 2 4 2 12.7$ x 78.7b a 2 t� 4 2 Q 12.76 x 78.76 4 2 4 2 �ii.7b 8 2 3 ••• •&i.7b 6 4 7 4 2 3 63.76 4 2 a 2 83.76 4 2 d 4 2 � 83.76 4 2 4 2 •••• af.7b 5 2 7 4 2 3 ••• •82.76 JE 73 87.764287.76 4 2�42m87.7a 242 91.7b 8 2 7 4 2 691.76 74 2 3 81.76 4 2 4 2 91.75 !4h91.7642••8.7682 6•9.76 4 7 4 3 6 9b.76 4 2 4 2 9b.76 4 2 p 4 2 96.75 4 2 6 4 2 7480 x 79.76 6 2 8 8 2 3 .j�>(7�.76 6 4 7 4 2 3 19.00 x 79.76 4 2 4 2 19.00 x 79.76 4 3 � 99.00 x 79.7b 4 3 0 2� c• s• i3.7$ 6 2 i• 2 3 • 80.7b b 4 7 4 2 3 83.76 4 2 4 2 83.7b 4 3� 4 2 83. 4 3 W 4 2 W 87.7b 8 2 6 87.75 b 4 7 4 2 3 87.76 4 2 4 2 87.7b 4 3 87.76 4 3� 4 2 e 91.75 6 2 8 4 2 5 91.7 8 4 7 4 3 5 81.7b 4 2 4 2 81.76 4 3 � 4 2 < 91.7$ 4 3 4 2 96.75 8 2 8 4 2 6 96.7$ 8 4 8 4 3 b 96.76 4 Z 4 2 96.76 4 3 X 4 2 d 96.7$ 4 3 4 2 31.50 x 79.78 6 2 8 4 2 3 $9.76 x 79.7$ 6 b 8 4 2 3 21.7b x 78.75 4 2 4 2 21.76 x 79.7$ 4 3 a 2 G 21.75 x 78.76 a 3 K 4 2 a 83.7b 6 2 8 4 2 b 83.76 8 6 8 4 2 3 83.76 4 2 4 2 83.7b 4 3 �. a 2� 83.76 4 3 g 4 2 LL 87.7b 8 2 8 4 2 6 87.7b 8 6 8 4 3 6 87.76 4 2 4 2 87.7b 4 3 4 2 87.76 4 3 4 4 2 rf 91.7b 8 2 6 4 2 b 81.7b 8 6 8 4 3 b 91.76 S 2 4 2 91.76P6 3 4 2 � 81.7b b 3 0 4 2 0 8b.7b 7 2 10 4 2 6 95.75 8 5 8 4 3 S 9b.76 6 2 4 2 95.7b 3 � 4 2 to 86.7$ b 3� 4 2 33.b0 x 79.76 6 3 8 4 3 3 83.76 X79.7 S b 8 4 2 3 27.75 x 79.78 8 2 4 2 27.76 x 79.75 b 3 � 4 2 1 27.75 x79.7 5 3� 4 2 m 83.7b 8 3 8 4 3 5 63.78 8$ 8 4 3 b 83.76 b 2 4 2 83.76 $ 3 � 4 2 t3 83,75 b 3 f- a 2 f<f. 87.76 8 3 8 4 3 8 87.7b 8 5 8 4 3 b 87.76 b 2 4 2 87.76 b 3 � 4 2 z: z1 87.76 6 3� 4 2� 81.76 7 3 10 4 3 6 91.78 8 6 6 4 3 6 91.76 8 2 4 2 91.75 8 3 w 4 3 � 81.75 8 3 4 3 96.7 7 3 10 4 3 8 95.78 7 8 10 4 3 8 86.76 8 2 4 2 85.76 8 3 4 4 3 Q 86.76 8 3 4 3 36.60 x 78.78 8 3 8 1413 b 87.76 x79.76 8 b 6 4 3 6 38.13 x 76.76 8 3 4 3 38.13 x79.76 8 4 � 4 3 � 38.13 x 78.75 8 4 4 3 63.75 8 3 8 4 3 5 83.75 8 5 6 4 3 b 83.76 8 3 4 3 83.75 8 4 p 4 3 p 83.75 8 4 6 4 3 a 67.75 8 3 8 1413 5 87.75 8 b 6 4 3 b 87.75 7 3 4 3 87.75 7 6 � 4 3 � 87.7b 7 8 d 4 3� 91.7b 7 3 10 4 3 6 91.76 7 8 10 a 3 8 91.75 7 3 4 3 91.75 7 6 p 4 3 p 81.7b 7 b oc 4 3� 5 7 3 101413 5 8$.75 7 8 10 4 3 5 95,75 7 3 4 3 95.75 7 5 86.76 7 5 i 4 3 i 37. 79:7 3 8 3 5 71.75 x 79.76 8 6 6 4 3 6 38.7$ x78.76 8 3 4 3 38.75x79.75 8 4 Q 4 3 .¢ 38.75 x 79.76 8 a� 4 3 83.76 6 3 8 4 83.7 8 b 9 4 3 b 83.76 8 3 4 3 83.76 8 83.76 8 4 tq 4 3 W 87.76 T 3 �10 4 3 6 87.76 8 b 9 4 3 6 87.7$ 7 3 4 3 87.75 7 6 � 4 3 � 87.75 7 6� 4 3m 81.75 T 3 4 3 6 91.75 7 8 1014 3 6 81.75 3 4 3 91.76 7 6 y 4 3 � 91.75 7 b 4 3 96.75 7 3 4 3$ 95.76 7 8 10141 3 6 95.76[17 3 4 3 95.76 2X WOOD 1314"► 13/4' 2XWOO 1 D 1314" 1 1 314" MIN. E.D. 3.4 KSI MIN. CONIC,CK, NOTE 2 1X WOOD BUCK, NOTE 2 BUCK, NOTE 2 ��IN E.D.ElY. MiN E.D.-i 3A KSI MIN. CONC. PRODUCT RM40WED 1 3V TYPE 1 ea �Plylusxvftb the Plodda IXW D I af8" TYPE I 1314" TYPE 2 Rulldlua Code Acceptance No 015' 1318" BUCr. N "TYPE 2 1 3v MIN. MIN. —1 3M" —A 8p1 tto6 Date 1!4° MAX. —114" 1/4MAX 8HI SHIM WOOD EXT. w SHI SHIM 0 W CONIC. 0' EXT_ AYNC R CONC. EXT. WOOD EXT. P I — ANCHOR a 1 20113, ANC R MANCHOR NOTE 1 TY ol a No I N 1 TYPE 2 OR 3. _/\C_ _AV_ r 1 1/4' TYPE I OR 2 (CMU) NOTE I DOOR HEAD (WOOD POOR HEA NC) 1318- TYPE I (CONC) 0 c� 13/8" SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) co) 9 I 3f'r TYPE 2 (CONC) 0 ___l Ix 11C MAX. SHIM •MIN. SHIM 114° MAX. HIMi, 1/4MAX HIM I I 1/4"TYPE i OR 2 (CMU) I 318" TYPE 1 (CONC) 6 3/4" MIN. D. 1318, MIN. "I 31r I 314"TYPE 2 (CONC) CONC. :MHOkV MIN. E.D. ANCHOR uJ 1 • CQNC •NOTE I _5 ST&WERED W"•1.5 KSI MIN. CMU OR M LL OENTERS' ON WOOD 3.4 KSI MIN. CONIC. 0 ANCHOR C5 3f4P MIN. E.D. -1314* MIN D. TYPE 0 CD •1 2 OR 3. CLE a E.1 j 't ION 0 IN WOOD BUCK K -A woo cl fn .0000 �1� OR z ax WOODS j S, M, MU 2X D EA I NOTE I BUCK-fil5lt"2 NOTE 2 3.4 KSI ' CONC. BUCK, NOTE 2 IX WOOD BUCK, NOTE 2 EXT_ • DCIOR JAM13 0 DOOR c SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) 0 x 0 - p 0 WOOD ANCHOR TYPE 2 CONIC. ANCHOR, z co LU 0 0 0 OR NOTE 1 NOTE 1 9 w V?Otb*ANCH E 1 Co 0� C14 0 LL •OR, tYPF, 1811 NO. ANCHOR NOTE ixWOOD EXT. EXT. BUCK NOTE 2 LL EXT.••I 1/4° EXT. NOTE 3 1/4'MAX 114'MAX < 14"MAX. g l:c A SHIM z SHIM I ---- rt-- r 1318" TYPE 1 MIN. I afrm • 13141 TYPE 2 3/8r I Trt: I 3.4 KSI MIN. 314'TYPE 2 1 3W L — 3A KSI MIN. CONC. CONC. 2X WOOD BUCK NOTE 2 IN. E.D. WOOD BUCK NOTE 213/4' DOOR SILL (WOOD) DOOR SILL (CONC) MIN. E. SIDE LITE SILL (WOOD) 2! SIDE LITE SILL (CONC) NOTES: J�ki%lllllj" i I 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-RADE COUNTY APPROVED ELCO 1/4' TAPCONS EMBEDDED I 318" MIN. (TYPE 1) OR 1/4"SS4 894 �" CRETE-FLEX EMBEDDED 13/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM.CENTER OF ANCHOR TO CONCRETE EDGE IS 13140. FOR WOOD INSTALLATIONS USE ............. yo 012 SCREWS, G6 (TYPE 3) OR ELCO 1/4- SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3V MIN. (TYPE 2), 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN I 1/2° THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE ' t- AUTHORITY HAVING JURISDICTION (AHJ). 0• Z= &�: oz HT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), PONE BY OTHERS) c 3. IF SILL IS TIG c; z MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 10" ....... .. 0 .0 UVTy , Z WD N1WITDADE COUNTY, FLORWA PRODUCT CONTROL SECTION DEPARI VIENT OP RXGULATORY AND ECONOlklIC RESOURCES (RER) 11305 SW 26 Street, Room 208 ]BOARD AND CODE ADIVMSTRATIO14 DWISIOW T (786) 315--2590 F (786).315-2599 RiOTICE OF ACCEPTANCE ��Q�} +vv�.mf�midnde uovlecnnttmv PGT Industl ies, Ine. 1070 Technology prive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constrwtion materials. The documentation submitted .has been reviewed and accepted by Miami -Dade County RER- Pxoduct Controt Sectiou to be used in Miami -Dade County and other areas where allowed by tine Authority Having Jurisdiction (AHI). This NOA. shalt ,not be valid after the expiration date stated below. The Mimi Dade County product Control Section (In Miami Dade County) and[ or.the AHJ.(in areas other than Miami Dade County) reserve the right to haw this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense -of such testing and the AHJ may immediately revoke, modify, or suspend the use. of such product or material Sviihm -their jurisdiction. RER reserves 'the right to revoke this acceptance, if it is determined by. Miami Dade County Produce Control Section that this. product or material fails to meet the r meets efthe applicable building code. T}us product is ap r ra erei ' net to comp lorida Building Code, .includ" a High V�770" ne Zone. D�►RS TION: Series'uminum Sliding Glass Doors w / 900 & 13e corners - L.M. APPRO DOC NT: Drawing No. PGTO130 (former POT0002 Rev C), titled "Series 770 Alunh. SGD - LM..Imp of 22 r est revised :on 0 0/25, signed and -sealed b r s Hunte Dade County Product Control Section. Renewal stainp h ' attce of Acceptance n d x ' tion date by the Miami -- Dade County Product Con . tion. MISSILE IMPACT TING: Large an'd' Small Missile Impact Resistant LABELING: Each• it shall bear a painanent label with the manufacturer's nam, or Ingo, city, state, series, and following s meat: "Mianhi Dade County Product Control A r , unless otherwise noted herein. FXI W9I0N of this NOA shall be considered aftbr A.renewal application has been filed and there has been no clhange in it applicable building code negatively affecting the performance of -this product. TERNMATION of this NOA mrill occur after the expiration date or if there has been a revision or change in the materials, use, and! or manufacture of the product or process. Misuse of this NOA as alt endorsement of any product, for sales, advertising or..any'other purposes shall automatically terminate this NOA. Failure to comply with any section. of this NOA shall be cause for twininatirnt an4'rmuoval af.NOA. ADVERTISE+ MINT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by 'the expiration. c Wnlay be displayed in advertising literraaturm If any portion of the NOA is displayed, then it shat{ he'donc in its entirety. INSPECnON: A copy of this enq;s h0A sOD ae:provided to the user by the manufacturer or its distributors and shall be available for t*jtcVoA 4.tbe;ob We at the request of the Building Official. Ibis NOA revises mhd r enetA W47A Wo.' 14-0223.11) Ad comists of dhese pages 1 and 2, and evidence pages B-1, F.-2 and.B--3, as well ag approval document iuentioned above. The subinitted documentation S;"mviehv t�iy�d ihnep,G�9guht, P, 1C. itl DAo>;CQvia' •• • • • • • • • •• • • hT®A31to..3�4-Q128,11 • • • • ; ��'"S • • Eapiratlolt . te; Februsi 17 �. Approval elate: a runry 12,.20i$ ... •.: ... Page I • .. .. . . . .. .. ... . . . ... . . PGT Industries, Ing, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. A. -DRAWINGS 1. Manufacturer`s die drawings and sections. (Subinktod anderprevious NOA No. .14-0123.10) 2. Drawing; No. PiGT0130, titled "Series 770 Alum. SOI) - IM Impact'; sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05107 with the latest revised on 01130115, signed and sealed by Lynn. Miller, P. E. B. TESTS L Test reports on: 1) Air Infiltration Test, per FBC, TAS .202-94 2) Uniform Static Air Pressure Test, Loading per. FBC, TAS 202-94 3) 'Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS -20.1-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1,.and'TAS 202--94 along with marked -up drawings and installation diagram of alun inum Sliding Glass Doors.prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL---7554, dated 11/01/13, signed and sealed by Marlin D; Brinson, F. E. (SubmiNed ander previous NOA No. 14-0123.10) 2. Test reports on. 1).Air Infiltration Test, per FBC, TAS 202-94 2) Unif m Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) largeMissile Impact Test per FBC, TAS 201-94 5). Cyclic. Wind Pressure Loading per -FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3;2.1, and TAS 202-94 along with marked --up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by. -Fenestration Testing Laboratory, Inc„ Test Reports No.'s F.TL-5980-K.FT"001-R and I+rL 6015-�R have been revised and reissued on 12129109, all signed and sealed by Adio Gonzales., P. E. (SubmiHed lander previous NOA No. 09-0826.10) ....... . .. .. • dalme D. �sconi', E. • • • • • • • • • • • • • • Product Control Seetlon Supervisor • .. . . • . • • . . • . . .. • . . NOA No. 14-0128.11 ... . .. Expiration Data: February 17, 2020 Approval Date: Febmary 12, 2015 ... . . . ..fir :1 . . . . .. . .. . . . . . . . . .. . .. ... . . .. ... . . PGT Indus ries Inc. 1+i0TI OF ACCEPTANCE: EVIDENCE SUHMITTED B. TESTS (CONtINUED) 3. Test reports on: 1) Air In£ilw4on Test, -per FBC, TAS 202-94 2) Unifortu, Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per. FBC, TAS 202-94 4). Large MisCe tmpact Test per FBC, TAS.201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Bmtry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked—up drawings and iristallation diagram of uhmiinum Sliding Glass Doors, prepared by Fenestration Testiag Laboratory, Inc., Test Reports No.'s FT"980, FT"993, lq"036, FT"001, FT"014, FT"015, FTL--6017, PT"029, F'I"ou, -Y+"i'I_ms, FT"028, FTL—MI, F'1` ,6033 and FT"036; all dated 08/10109, signed and sealed by Julia Gonzales, P. E. (Submi#ed wi der preploaar NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conoa'mance to and complying with FBC 2010 and with F.H.C. P Edition (2014), prepared by manufacturer, dated 01/30115, signed and sealed by Lyon Miller, p. E. 2. Glazing complies with ASTM U1300-09 D. QUALITY ASSURANCE I. Miami—Dade Depaximent of Regulatory and Economic Resources (RER). E. MAT> RLkL CE ATWICATIOINS 1. Notice of Acceptance No. 13-0129.27 issued to E.T. DuPont.DeNem+ours A Co., foe. for their "DuPont ButacitA PVB Interlayer" dated 04/11113, expiring on 12111116, 2. Notice of Acceptance No. 11462A.02 issued to E.I. DuPont beNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08125111, expiring on 01/14117. F. STATEMENTS I. Statement letter of confornnan{ce to and complying with FBC a Ediflon (2014), issued by manufacture, dated 12/17114, signed and sealed by Lynn. Miller, P. E. 2. Statement letter of cohfonmanee and complying with FBC 2010, issued by manufacture, .dated 01124114, signed and sealed by Lynn Miller, P. E. (Submitted sander previous NOA No. 14-0123.10) 3. Statement letter of no financial interest, issued by manufacture; dated 01/24114, sided and sealed by Lynn -Miller, P. E. (Submitted u)jAaj- pwiwjj NAA #Va 14+0123.14) ]'ohne D. Ga�E. . • • • . . • •• es . • Product contrnl.Section Supervisor • • •see NOA No. 14-0128.11 . . ..... .... • • • • • • • • • • Expiration Date. February 17,20M • • • • • • • • Approval Date. February 12, 2025 E--2 ••• • • • ••• • • PGT Industries Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT= F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No, FrL-7554, issued .by Fenestra#ion Testing Laboratory, Inc., elated 11101/13, signed and sealed by Marlin D. Brinson, P.E. (Subrnitled rrrtder pmPlous NOA No. 14-0123. 0) 5. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. (Suhiniftd anderprevious NOANo. 14-0123.10).. 6. Laboratory compliance letter for Test Reports No.'s F` L-5980 If, FTL-6001-R and YrL---6015-R,- reissued by Fenestration Testing Laboratory, Inc., atl dated 12/29109, signed and sealed by Julio G'owales,.P, E. (Submitted under preplous NOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s DELA-5980, FTL-5993, FTL--6036, FT"0011 FTL--60141 FT"015, 11-11r6017,.FT"023, FTI. --60241 T'T]TT..-6025, I"IT,6028, FTL-6031, Yft,6033 and FT"036, issued by Fenestration Testing Laboratory, Inc., all dated 08114/09, signed and Sealed by Julio Gonzales, -P.. E. (Subridwd.uuder previous NOA No. 09 OU6.1-1) . 8. Proposals No.'s 09-01.77, dated 03/1..7 & 31109, 0.9--01.77A, dated 05/07/09, 09-017713, dated 06/09/09 and 0941770, dated 11/18109, all issued by Product Control, signed by Isbaq Chanda, P.E. (Submided under previtous NOA No. 09-0826.10) G. ClTIIERS 1. Notice of Acceptance No. 144123.10, issued to PGT Ines, Inc, for their Series "SGD--774 Aluminum Sliding Glass Doors wf Ivo Reinforcements", approved on 02/06/14 and expiring -an 02117115. .. ... . . . . . .. ....... . ......... . • . • .. ... .. . .... 0 :• .. . .. .... . . ... . . . . . . .. . . . . . . . .. . . ..000 . 000 ... . ... L� . 3 . ... . . . .. . . . . . .. •• . • • •• •• ... . . . ... . . Jaime D. Gascon, P. E. Product Control SmOon Supervisor. NOA No. -14-012&11 l xpiration Date: Februnry 17', 2020 Approval Date: Vebraary 12, 7015 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°1135° CORNERS GENERAL NOTES 1) GLAZING -TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & b. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El SD0, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTAgT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILSSEE SHEETS 8-14. 4) SHUTTERS ARE NOT REQUIRED PER FSC REQUIREMENTS, AS APPLICABLE, 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOBS. ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM. ALUMINUM DESIGN MANUAL. ?) THIS PRODUCT,"BEEN DVioNFD & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE OWMINIT FLORIDA BUILDING OODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). %) DOOR SIZES &%W A VERIFlEb F&COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 1 MMtA BUILDING. CODE, AS AV%lCAQLE. TEST REPORTS: FiIL-5980, FTE-8889tPT1-8001, FTL-0014, FTL•8015. FTL-8017, FTL-6022 FTL-8023, ,a6 -M, FTL-M26y X8028, FTI M .FTE -6033. FTL-6038 AND FTL 7554 • • • `f•riII3C Gmp 1 Anchor 114• Etaa LRq aan Sub*do na ke Frarne Member Mim Edge Dls(ance Mim ErrbednIarlt VnWo (ed CMU. tA87M.090 Jamb on 2• 1.114' Grouted CMU = C4M 2 kel grout) JAMbOWY' 1314' 2 t/4' kim 410 S.S. CreteFlax Cote •35 Kai) 14e8d1SI61Jamb Ungmuled CMU, {ASTM G00) is 0* 1 2.112. -114• P.T .55 Hoadilmomb 1 5' 3 Etna Utireabn zab kou ON G90 P.T. o'm Ladled= jambody1 Head18I81Jamb 1.319• 1.14' EF12,18 S or 410 sa { If O SMS' Atumtmun, 8D83 -T8` HmMI Jamb 3w 0.0117 steel,' F1�d� Jamb 3/ MM Stud, A Hee .tomb 318' 0.0461 114' E1a018.8 S.S. Agpre-Wor Conodo trdn. 3 276 Hmmmm mb 1-112' 1.31$• Wtgrouted CMU, MTMG J mb wrlp 1.11 Grouted (ASTM O•g0, min. 2 keI grout) 0rdg Y P.T. Pbw Soma Fe_ UJamb 1^ 1 014 SIMM SMS G8, P.T. Soutkem PIN St -om Hmulls imab IU18" 1318" Alluldn^8083- HaedlSl jw—b 3/8' oow— O.Ow Steel SK A653 Gt: 331 JaMb 0.0451" MIN. 'OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY -HAVING JURISDICTION. ""' ' 0 " 000000 •'P -HOOK INSTALLATION REOUIRES 2.893" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR AN-tff ( NOTESo • • • • • 0006 • ALL SPECIFIC P -HOOK REQUIREMENTS. 3�Fi13 oNCRETWW SUBSTRXVAPPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DAD� COUNTY APPROVED ELCO 9kNCHORS. SEE TABLE A ON TH9 REL -`f FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE RECr "REMENTS. 0 6M OTHER SUBSTRATE APRUWiGNS SEE TABLE ON THIS SHEET. 37VIOOD BUCKS 3WED AS JX An LESS THAN 1-11r THICK PROPERLY SECURED, 1X WOOD BU KS ARE OPTIONAL IF UNITIS INSTALLED DIRECTLY TO SOLIDCONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2° THICK OR G TER. 1X AND 2X BUCKS IWA OSED) SJ-e►LL'BE DESIGNED TOI)ROPERLY TRANSFER LOADS TO THE STRUCTURE. SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITYgDF+f+lE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET.MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FI;ORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL -ISNOT REQUIRED. IF USED, MON 9E1 (RINK, NON-METALLIC GROUT, MAX. 1/4° THICK & 340D PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 301a<-F4T PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B. SEE DETAILS ON SHEETS 4 & 5 bea hMon (Elided from Extadorto Interbr) Ago• e10t.ow 013118' ANN Glaa0 AV NOA DRAWING MAP SHE GENERAL. NOTES.........»..:1 EXAMPLE CONFIGS..........2-3 GLAZING DETAILS....__ 4.6 ANCHORAGE .....................6.14 DESIGN PRESSURES ....... 8-8 INSTALL DETAILS ........... 1214 ELEVATIONS ......... _.......... 15,16 PANEL./.SILL TYPES......... 17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 RMLN PRESSURE RATiN{3 IMPACT RATING SEE TAOM 1, 2 & 30N I RATEO FOR LARGE & SMALL SHEETS 8.7 8 8 MISSAE IMPACT RE�STAPIGlc Glff a GLAZING.NOTES: ©byte a ';ANN' = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED SG Intede r "PVB' = DUPONT .090" BUTACITE PVB so 41tedaY4r 1 "SG" = DUPONT .090" SENTRYGLAS ENERAL NOTES AND MAP ?RIES 770 ALUM. SGD - LM IMPACT eav rro NT3 a1 a0 a POTo18o %.I MIT 49/1 ./''i ` 'R ' Na. 59705 ~_ ;p '• S OF w; TONAL A. LYNN MILLER P.E. P.E.1158705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH—N'--"I NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT " HEIGHT PER TABLES 1-3 •••••• • M• ••••&A • PER V • 0.0006 Semmes • • • ANEL WIDlfd • ;TABLE•%'=3 • PA +UNIT WIDTH SSSS•• • • .. SSSS • • UNITGHT • • • BLES 140 o o SSSS • • • , NOM. PANEL WIDTH PER TABLES 1.3 MAX. UNIT - HEIGHT PER TABLES 1-3 NOM. PANEL PER TAM V '1 I 1 I MAX. UNIT I HEIGHT r PER TABLES 1-3 3 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX. UNIT WIDTH CONFIGURATIONS NOTES;_ 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Je, "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PXXXXp, pXXXX OR XXXXp. OXXX W POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "XC =OPERABLE PANEL, "Q" - INOPERABLE PANEL, POCKET DETAIL LETTER ZNJ .k °W° = WOOD OR METAL. INSTALLATION ® "c"=CONCRETE INSTALLATION SHEET NUMBER ....�_H = NOM. PANEL WIDTH - ' iT m DOOR UNIT HEIGHT -10.125" IGHT = DOOR UNIT HEIGHT -1.888" MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 o '8�31din8tx�aa .»Vlz: i MAX. UNITim 11S A MAX UNIT H 2 THi9 HEIGHT / PER TABLES I-3 I TABLES I3 SHED.LywiV i t�yik'i� yy1' PCOKE T LAEAM' 5-PANEL CONFIGURATIONS CORNER, TYP. ' No. 58705 (OUTSIDE CORNER SHOWN, E SIMILAR Sa 0 IN SID CORNER } � • W r� r TE r, . romr voLooroa►ue EXAMPLE CONFIGURATIONS F.F40RtOp.•' N FLs B ft SERIES 770ALUM. SOD - LM IMPACT ANAL �alHsarsoo �IIII+ti� s spa K' A. LYNN MUM P.E. JR . W"carr. DFAUM Ow 801470 Nr3 2 t 22 PCiMV p e u58ra3 EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT, 96" OR 120" 0000•• 0000•• • • • • • NOM. PANEL•WIDTH 0000•• PER TABtP•9t-3 0000• • • • •• s MAX.UNIT • GIdT •••P• HEI ER TABLES- i• • 0:00 0000 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES TESTED UNIT WIDTH 3W7/16- @ 96' HEIGHT 300-1W @ 120" HEIGHT d/l /// IL111 I ", 6 -PANEL CONFIGURATIONS 7 -PANEL CONFIGURATIONS 8 -PANEL CONFIGURATIONS VL'I F, M=N CWTOPAMMM PMOCKET CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL W. -Je, "KW* OR OKe INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 'X'= OPERABLE PANEL, "O- =INOPERABLE PANEL, "p"= POCKET DETAIL LETTER /.W = WOOD OR METAL INSTALLATION C�! "o" - CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT -10.12b PANEL HEIGHT = DOOR UNIT HEIGHT -1.666" MES Tia ALUM. SOD - armet smr acou ��o N7Ts 3 d 22 PG,rof30 .`��. NSF '� . ' V�CE•' •,'Q � s * • No. 68705 ' * " DE0 �(+�•. FLORIDP••�Gi4 �` A. LYNN MP.I a. PIF- A. �..�1W 9116" LAMINATED GLASS, TYPE G3A 9116° LAMINATED GLASS TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A • fam Da a Ptod"c1 C"n�bol % GLAZING NOTES: 7116" NOM. 7116" NOM. "ANN" = ANNEALED 1"NOM. 3116" HS GLASS "HS" = HEAT STRENGTHENED:'' 3116" H6 GLASS 3118° HS GLASS "1'" = TEMPERED No. 58705 "PW = DUPONT.090" BUTACITE M .090" PV _ "SG" = DUPONT .G90° SENTRYGLAS .090" PVB .090" SG 9 3/16" HS GLASS 3118' HS GL ASS 74 3116" HS GLASS 74 318" AIR SPACE 74 GLAZING DETAILS S A7T F i�S`• •'•.rLQR10p;.� •���'�� 4 3/16" T GLASS f)48NIM 82 82 SERIES 770 ALUM. SGD - LM IMPACT .63 PJR 3W NOM. EXTEM 4" NOM,3/4" NOM. a GLASS a 4$� 56 GLASS BITE BITE • EXTERIOR • . .. 80 a 110 79 •• •s 0000•• s 54 84 55 • • • 0000•• •••••`111.6" LARtAMTED&Ado, TYPE G3 7116" LAMINATED GLASS, TYPE G4 10 LAMINATED I.G. GLASS, TYPE G6 0000• 0000 0000 • • 0000 ••69 •0000• • • 9%18" NOM. • • • • • • 9116" NOM. 1" NOM. 0000•• • 90 96606 3118"HS GLASS - 114 00" 1/4" HS GLASS 090" PVS 00 9 • • • • 0 gS+pVg aG90" SO 3116"L•IS_G1/4" ;htttms 74 114" HS GLASS 74 6116" AIR SPACE 74 114" T GLASS 82 82 83 EXTEMOR 3/a"NOM. EXTEM OR 3(a" NOM. 314" NOM. a BITS a' jllLrASS E GLASS �..�1W 9116" LAMINATED GLASS, TYPE G3A 9116° LAMINATED GLASS TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A • fam Da a Ptod"c1 C"n�bol % GLAZING NOTES: j ��`�q,\1y LYNN A "ANN" = ANNEALED �` ��C6Ns�C •• .p �'. ' "HS" = HEAT STRENGTHENED:'' "1'" = TEMPERED No. 58705 "PW = DUPONT.090" BUTACITE M _ "SG" = DUPONT .G90° SENTRYGLAS 9 o l(�► fir�0 royoTWwaLCOYD W IGVE'N10E.PT.3C178 GLAZING DETAILS S A7T F i�S`• •'•.rLQR10p;.� •���'�� f)48NIM SERIES 770 ALUM. SGD - LM IMPACT •. 1br �� pp4►�k` a E *mJRW- toprwra 06 OFAUM arXW GOD- NTS 4 621 Pf3T013D w 0 5eros m GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A 1"NOM. _... 7116' NOM. 3116' HS GLASS WS" � GLASS .090' 090' SG 3/16' H� GLASS 3116° GLASS 3B' AIR SPACE 7A 3116" T GLASS /s1 1" LAMINATED I.G. GLASS, TYPE GSA GLAZING NOTES. "ANN' = ANNEALED "HS' = HEAT STRENGTHENED "T' = TEMPERED "PW = DUPONT .090" SUTACITE PVR RSG° = DUPONT .090' SENTRYGLAS y R I illEgam 7/16" LAMINATED GLASS, TYPE G7 9/16° NOM. 114° ANN GLASS .oma° sG 114° � GLASS C74 I EXT�1 319° NOM. w t3LAss W I 81 I 9/16" LAMINATED GLASS, TYPE G7A CERK OFAUM Ai0M MEG]" 3116' ANN CLAS .090° SG 3116' AN GLAS'. 3164 AIR SPACE 3116° T GLASS=, 314' NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 3116'NDN GL 090° 3116' ANN GL 6116" AIR SPA 114 T GLASS EXTERIOR 3/4° NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8A P ALUM. SGD - LM IMPACT NTS 6 122 1 PGToiso wo ;�� LYNN yti� oS&`' 'oc NS'- `'• �j? �•i R' ' No. 58705 � ���i S1QI1►AL E� �� A.. tt1t414411►Lkh P E P" 66705 "A 114° NOM Ri �rGLASS BITE EMAOR 78 • • •9.999 •:--Mu LAMII`+AT 1, aSS TYPE fab 00 00 ...... .... .. .. . . ..... .... ...... 0000• 0000 1R " • • 3116° I45jy.�$S' -0000 ' •0990• .090"SG 9990903116"t§64p •9• • 6116' AIR'"" 74 0 • 114° T G • 0 • • 9 •999•• — •• 314" NOM. GLASS BITE EXTERIOR 03 1" LAMINATED I.G. GLASS, TYPE GSA GLAZING NOTES. "ANN' = ANNEALED "HS' = HEAT STRENGTHENED "T' = TEMPERED "PW = DUPONT .090" SUTACITE PVR RSG° = DUPONT .090' SENTRYGLAS y R I illEgam 7/16" LAMINATED GLASS, TYPE G7 9/16° NOM. 114° ANN GLASS .oma° sG 114° � GLASS C74 I EXT�1 319° NOM. w t3LAss W I 81 I 9/16" LAMINATED GLASS, TYPE G7A CERK OFAUM Ai0M MEG]" 3116' ANN CLAS .090° SG 3116' AN GLAS'. 3164 AIR SPACE 3116° T GLASS=, 314' NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 3116'NDN GL 090° 3116' ANN GL 6116" AIR SPA 114 T GLASS EXTERIOR 3/4° NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8A P ALUM. SGD - LM IMPACT NTS 6 122 1 PGToiso wo ;�� LYNN yti� oS&`' 'oc NS'- `'• �j? �•i R' ' No. 58705 � ���i S1QI1►AL E� �� A.. tt1t414411►Lkh P E P" 66705 Design Pressure (DP) and Anchor Quantities Required, (for all -approved Maximum OP for all s configurations on Sheets 2 & 3) (May be firrdted by For comer astragal a nchomp on 04" or 135° comer units, see sheet 11 pllee to Glass Door Untt HelaM T ,13, 6a,, 7, 7A, 6 7 O 7--mr ffm 70 -IM DLOa & slid ft Stile 1 Astragal An*W pip AndhorGIOUp Al WW shown below. i 1 2 4 2 1 3 41 1 2 3 1 4 1 Wi I W+1+ t + + + +1 1 C4+1 + + 24° [ O Jamb _8_ S_ _a_ eA 8 8 8 Xr DLO 2V DLO 42: • ••• go y�lT'T:1� INF.M tin 014 NSWG TABLILAKESHEET 7. 0000• 0000 0000•• 0000 0000 • 1) POSITIVE Pk,-,%*tS IN TAUJAE BASED ON THE USE OF THE 3-1140 SILL. • •1?1l4 USING TjAE 2-1/2" Sp. POS.�T VE WATER DP IS 46.87 PSF MAX. WHEN USING THE 3-1114 SILL. POSITIVE WATIrR DP IS 60.0 •P.•SF MAX. WHEN USING T� i4 I�L, POSITIVE WATER OP IS 80.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE •'•fWENA. : ••0• 000000 j3r4", 3-114" ANDOWW SILL HEIGHTOARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" SILL IS NOT AND MUST • ME USED WV. 9E WATENtSI*ANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED W� ��, - DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM]; THIS CONDITION IS NOT RATED FOR.WATER INFILTRATION. i 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DIS.TANCE.AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALL! ED. +601 rAW = a A. 3111 Height to Max. (+) DP (Water Infiltration Rating) Bill Riser Height (+) Design (Fiat or Box, age Pressure, psf Sheet 1 13Astragal 5"ragal Assembly Flush • 1412" see note LOW - 2-1/2' + 48.67 Medium - 3.114 +60.0 Hi •4" +84.0 SEE NOTtS tr! DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.128° PANEL HEIGHT= DOOR UNIT HEIGHT -1.868" ON LENGTH OH RATIO a 1 OH RATIO = ON LENGTH ON HEIGHT Interlock P -hook Lockstile t9 lamb StraightAstragat Assembly Locksti e ® Straight Astragal 96' Ast Assembly file � 90° Astragal 13Astragal 5"ragal Assembly Cockstile 0 135"Astragal Standard Stiles Standard Stile Standard Stile Standard A ti Standard Stile HeaW-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 6S(andard:Astrallal Outside Comer Outside iMide Corner Inside Came Outside iruide'Co corner Part N60 (x2) Part #160 T Part 460 Part N60 (Stile) Part 467 (Astragali Part 960 Part U61 Istfle) Part 129 (corner P� 41tout) Part N222 00 (In.) Part 961 ile parts 031 &tu 2 Part N61 Receiver] (cam. & Fxd Mount] SW -y a I Ni$ 11 0 d 22 1 PO"130 (��'• ATC f• ;'.�4 .�,,p� '• :Fl ORtDP•'' �Z: A. LnJN ��f ER. P.E REE Was Design Pressure (DP) and Anchor Quantities Required, (for all approved coM)aurations on Sheets 2 & 3) ( be limited Maximum DP for all sizes: +801-80 For comer astragal anchorage on till° or 435° Domer uNts, see. sheet 11 (May by T 2A) Table applies o Glass Types 4, 4A, 8, GA, 7.7A. 6 & $A and go Stile / Asbagel types shown below. Ir 24" DLO Jot P -h** Shalt 17) 135° Astragal Assembly Hea"Ill Jamb 30" DLO P it +60.0 High - 4° 1 + WA Heavy-duty Stile adw Jamb ar DLO P -hack Outside Corner Outside Corlter ° 4 InsKl•+-we + Corner Inside 11�Comer Outsid HeadlsB Jamb 4T OLO P4=k InsldeCorner' 1 1 Headfoll Jamb 48` � Part N61 e Part 661 tSllb Part #120 (OUG) Part #120 (in.) Part 461 Parts NN31 & #32 DLOJamb $�e .Poei 6V . DLO' •11118-ftt •..a e..ae• • *)44MITIVE PPIM01RES IN TAlBh6 RARE BASED ON THE USE OF THE 3-114° SILL. 2) WREN USIAQu ZIFe a1-1/2° SIf6 MffiiVE WATER DP 18 46.67 PSF MAX. WHEN USING THE 3-114° SILL, • pegI#IVE WATER DP IS 60.0 PSF MAX. W14EN USING THE 4° SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEOsATIVE PRE& UNCHANG18:41 'TTABLE 2A. 5f P, -3-1l4° AIDJ911T SILL HEM" TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2° SU IS NOT AND6M4i ONLY.UE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. i egol11VE DESrjVj1ESSURL�SHOVP IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVF-RHA14G COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDiTICKIS NOT RATED F&TI ATER INFILTRATION. 4) SEE SHEETS 10-14 FORANCHORAtiE SPACING. EDGE DISTANCEAND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Not available in these sizes O = EXAMPLE ON SHEET 0 Ten, = 15A - SIR Height to Max. (*) DP (Waterinliltratlon Rating) Sip Riser Haight (+) Design (Etat or Box, sea Presaure, psi Shalt 17) 135° Astragal Assembly Flush -1.1/2° see rate Low --2-11r +46.67 um -3.114" +60.0 High - 4° 1 + WA Uht NU 1 t, 1wd OH LENGTH OH RATIO t 1 OH RATIO = OH LENGTH OH HEIGHT r•,•.tw,n,n•,c• A•,r%Que=Te AQ a 40 CAR ACC=Un1 V nl=VAll A Interlock P -hook Locksule @ Jamb Straight Astragal Assembly tockstile @ Straight Astragal gr Astragal Assembly Lockstile @ 90° Astragal_ 135° Astragal Assembly Lockstile @ 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile. Heavy-dpty.Stile Heavy-duty Stile He duty Side Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Outside Corlter ° 4 InsKl•+-we + Corner Inside 11�Comer Outsid InsldeCorner' 1 1 tomer Part Pet (x2) Part #61 Part N61 Part 67 ( (Stile) Part N67 (Astragal} Part 661 Part #61 Part #1 8((Comer Part #120 (OUG) Part #120 (in.) Part 461 Parts NN31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) OIRr.OFAUf1f:IN M scion I Nr$ j 7 d 22 j PQT0130 DLO WIDTH= NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.126° PANEL HEIGHT = DOOR UNIT HEIGHT -1-8W 1beAtorida R? \�"%Y x LYNN `sem '�� •' UpEN51r'• Al - 0 A LYNN . P r- PJL4 $am Design Pressure (OP) and Anchor Quantifies Required, (tor all approved contigumflona'on Sheets 2 & 3) I MaAmuln RP shown below I For comer astragal anchorage on SW or 135° comer unite, am sheet 11 (May be limited by Tabs 3A) I Tame apples to Gins Types 4.4A, I` 6.6A, 1.7A, 8 A AA and fhe Stls! Astragal types atom below. 24" 17" DLO 36" • • • DLo • 41" • • • M0 TES: •••• • •• 23' He"8111 C;4+1 DLO WIDTH DLO Nmb 8 IC 6+7 � 35 Astragal Assembty UNCHANGED). SEE TABLE 3A. • 3),V, 3-114°.AND 2-112° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-17 41. IS NOTAND aaetgsPiasaure • • • • 30 2� H S8 1 C • • • Amb 5 BUILDING CODE (SEE ADJACENTDIAGRAMj THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DLO 36" • • • DLo • 41" • • • M0 TES: •••• • •• P -hook • M )•WClMVE PASGS 1RES 1N TASK 3 ARE BASED ON THE USE OF THE 40 $ILL. DLO WIDTH 2) WHEN USMjblg 2112° SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3414" SILL•, POSITIVE WATER NOM. PANEL WIDTH - 7" DP IS 80.0 PSF MAX WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES 35 Astragal Assembty UNCHANGED). SEE TABLE 3A. DLO HEIGHT:= 3),V, 3-114°.AND 2-112° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-17 41. IS NOTAND DOOR UNIT HEIGHT -10.126" MUST ONLY -BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRE ORES SHOWN IN Heavy-duty We TABLE, 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE OURRENT FLORIDA PANEL HEIGHT a BUILDING CODE (SEE ADJACENTDIAGRAMj THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT -1.888' 4) SEE SHEETS 1044 FOR ANCHORAGE SPACING, EDGE DISTANCE.AND EMBEDMENT INFORMATION. 6) DOOR SIZE TO COMPLY WITH CURRENT FBO EGRESS REQUIREMENTS WHEN REQUIRED. Meavy-dutyAstragai. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. 0uW4 Corner } Inside Omar 'rUC 0191 I nunsln_ 0r11 C 1L AQTCAMAI "JO&O IDUAI I 4C 11CCn Cno TAM C 9 occ euccrc ee n. lse Cnrs GAOT r1TKA=K14W',kM ANIM Qi4r-r-TSC Irt k'1A W)R AARi:MnLV nF:TA1LS. fntedodr P -hook Loekstge lamb StralghtAstragail Assembly Lo til a Stra%M Astragal 90°Astragal Msembly Loekstile @ fib° Astragal 35 Astragal Assembty Lo 135° Astragal Heavy -dM Stile; Heavy-duty Stile Heavy-duty Stle Heavy-duty Stlte Heavy-duty We Heatry-duty Stile Heavy-duty Stile Heavy-duty Sills Heavy-duty SHie WWI Meavy-dutyAstragai. 0uW4 Corner } Inside Omar Cnt[std8�„r,�,_, Comer Inside Cornw Ins do Comer "A Outs! carrier Part#61(x2) Part 061 Part 961 Pert 461(Shce) Part 969(Astragal) Part #61 Part oils (COT= ec6wr) part #119 (Out.) Part 4120 (IM) part #61 parts 431(& #32 (Corn. & Fxd Mount) Part #61 eao-sra I NTS 1 8 a 22 TA1tLF Sill Height to Max. N DP (Water Nitration Rating) tsm R1ser Helam t+} Design or eox'see Pressure, pet teet Stmet 1?) Flush - I -IM see nate 3 Low - 2 +X07 Medium - 3-1140 +60, F High - 4° + e0.0 sit rvu i is is ON LENGTH ON RATIO 2! 1 ON RATIO a OH LENGTH OH HEIGHT NN ONS LYNN 4f, z* 44, No. 6e?85 . o blNrp'.F a LYtirS'�itt�A. P.E. P.Etl SM SEE SPLICE NOTE, THIS SHEET 0000 NO FRAME '7+8"P -HOOK ANCHORAGE CONSISTS OF: JAMB (7) P -HOOK ANCHORS, ,EQUIRED @ (PERPENDICULAR TO GLASS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 POCKETS AND SEE POCKET (8) P -I SOK r- --- - JAMB MOUNTING i 8" MAX. INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY i & SHEET 14 BETWEEN P -HOOK ' f ANCHORS & AT 3" i FROM TOP & i ' e' j BOTTOM 14" 8" MAX. TO OPENIN • EDGE OF POCKET • END PANEL- �ANCHQRAGE • (2 ANCIV0Q. 00w+2" 00 •• �ANCHOkt6Q• • 0000 �CENTE • • OF PANE ••••• • • • 000.0 x • • •• • • • CENTERLINE OF INTERLOCK SEE'C5" CLUSTER -DETAILS, SHEET 10 FOR INTERLOCK '"+2' ANCHORAGE CENTERLINE OF PANEL 2 G � MAX' O.C. SEE INSTALLATION DETAILS Jo' & 9(e', i m k• SHEET 14 & PART I DETAILS'J' &'K', i uS jl-JI SHEET 19 FOR j a P -HOOK L-_ 8'MAX. ANCHORS END PANEL f ANCHORAGE (SEE SKETCH BELOW) 6" MAX., TYP. - SEE G6" CLUSTER MAX. UNIT WIDTH — SEE "C8" CLUSTER DETAILS, DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK INTERLOCK CLUSTER, SEE $' MAX. 14' MAX. O.C. W MAX. 80" NOM. WIDETAILS, SHEET 11 Z PANEL DTH I—x x 4c, x x x=FRAME ANCHORS 0 0 0= P -HOOK ANCHORS ITI 0 = P -HOOK MOUNTING ADAPTER ANCHORS ANPiORAGE '+2' ANCHORAGE +2' ANCHORAGE '4 it10t1ACit tAAnmrLt NV I t5: APPROVED ANCHORS: SEE TABLE A, SHEET 1 I ANCHOR LOCATION SPACING FbR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6-8: HEAD & SILL: 8" MAS(. FROM FRAME CORNERS. USE .SPECIFIED CLUSTER FROM 2' APPROPRIATE TABLES, SHEETS 8.8 AT EACH INTERL AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF DITIONAL INTERMEDIATE O, ANCHORS PER PANEL. ADDITIONAL ANCHORS 24 O.C. I AMMUM. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY] x j ANCHORS REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOF# ��°� � L CLUSTER IS OVER 24". OTHERWISE ANCHORS ARE NOT iII 6" REQUIRED AS PER THE FIGURE AT RIGHT: JAMBS &P -HOOKS: Er MAX. FROM BOTTOM, 21" MAXOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR MAX. ANCHORS) O.C. (P -HOOK) UTILIZING ANCHOR QUANTITIES FROM ROPRIATE TABLES. SHEETS 6-8. SEE 1 P -HOOK ANCHOR DETAILS ON SHEET 14. PER JAMB REQUIRES "+2" ANCHORAGE SEE "C5" CLUSTER END PANEL CENTERLINE CENTERLINE"CB" CLUSTER, 9EE DETAILS, SHEET 10, ANCHORAGE F— OF SHEET 11 I F FOR ASTRAGAL; [--OF(2ANCHORS) INTERLOCK ASTRAGAL 4.061" � I ! ---I I F•- 3.6 _�1 CENTERLINE«+o ANCHORAGE--"' (�, CENTERLI OF PANEL 3 I OFPANEL SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1,d`Ir�Jik?yii�i 3r ; f-jC% Pit.T2 n= -j "+2" ANCHORAGE CENTERLINE OF PANEL 6 -RIES 770 ALUM. SGD - aw"sao-r7o NTS 1 9 - 22 UNIT •+T ANCHORAGE SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL OL O.C. 6" SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE OCCURS AT THE P=HOOK. 6" -- MAX. LYNN No. 58705 3Y :� '• it? of •ill.` aLE PLANSFIORt�?A• PACT ss/vNr�ti�.. "• A.14l�l4 ktltk , PE POT0130 P.E#5810b 0 V MAX. x 4 PAIRS OF x ANCHORS (TOTAL 8 21"MAX 2 ANCHORS) O.C. PER JAMB x x� (SEE JAMB DETAIL BELOW) x END PANEL 6' MAX. ANCHORAGE (SEE + SKETCH BELOW) ANCHORAGE 6" SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE OCCURS AT THE P=HOOK. 6" -- MAX. LYNN No. 58705 3Y :� '• it? of •ill.` aLE PLANSFIORt�?A• PACT ss/vNr�ti�.. "• A.14l�l4 ktltk , PE POT0130 P.E#5810b 0 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6" DIAD. Z.04° INTERLOCK-+�IF NEEDED INTERLOCK—, CONDITION, USE INTERLOCK IF NEEQED 2.04" CENTERLINE i CENTERLINE "Cf' CLUSTER DETAIL) CENTERLINE B"DIAD. I 7" 3,6" 1.75" 21" MAX. a.a4" O.C. 4*g2Z E2.04" A'3&a*�" 4° 21" 5.64° MAX Ks, A&VAICR 4" DIAQ. 7„ E R O.C. -X'�!0 � � � MAX. 2-TRM FRAME HEADIMLL 2 -TRACK F HEADIS 2 -TRACK FRAME HEADIBILL 0 ASTRAGAL OR INTERLOCK i1 ASTRAGAL INTERLOCK A ASTRAGAL OR INTERLOCK 2 TRACK (USEWHERE 4 CLUSTER (USE WHERE 5 CLUSTER LUBE WHERE -6 CLUSTER FRAME JAMB 8" MAX ANC6010 A REOUIRED, °C4 ANCWORS ARE REQUIRED, C5 ANCHORS ARE REQUIRED, °C�") ANCHOR PAIR • • • • 4 -TRACK • • e • • :A STRAW bkm: SPLICE LOCATION • INTER CK+ -_IF ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION DIAD. FRAME JAMB INTERLOCK "' ANCHOR PAIR NF�IREP. INTERLOCK CONDITION, USE "C6" IF NEEDED 2 �„ RwR • CENTER INE i CENTERLINE CLUSTER DETAIL) CENTERLINE 3 y" 1 • ' 3"6" 7 •. ANCHORS �l MAY BE INSTALLED • 21° EITHER -IN THE EXT, OR INT. 2.04° 4° DIAQ MAX. TRACK (INT, SHOWN) :: • • . • • s • • • 4.06" 4.08 " O.C. •. • w 2.04 " • • • • F. 5,84" NOTES: ' AOR • • • " • • • pT�Rtort ° 4" DIAQ• T R 3.,� 1. ALL.DIMENSIONS SHOWN ARE BASED ON MIN. ••• • •••• • • 3'T tRAME�HEADIStLL 10 3 -TRACK FRAME HEADISILL 35" 6°MAX. 3 -TRACK FRAME D SILL ALLOWED. Ift ASTRAGAL OR INTERLOCK fad ASTRAGAJ- ORINTERLOCK Q ASTRAGAL OR INTERLOCK �� 2 FOR HEAD OR SILL SPLICE LOCATIONSIANCHORAGE AT WE INHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 8 CLUSTER t 3 -TRACK FRAME JAMS P -HOOK SEE SHEET 9. ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5°) I ANCHORS ARE REQUURED. "C8j ANCHOR PAIR ASTRAGAL OR SPLICE LOCATION NEEDED FORSPLICE FOR SPLICED ASTRAGAL OR � (FORSPLICE ASTRAGAL OR � (CONDIT ON, NOT CONDITIONS ONLY, IfLOCK+IF tNTERLOGK CONDITION' USE INTEIZLOGK USE THIS DETAIL) SPLICE LOCATION CENTERLINE CENTERLINE i t CLUSTER DETAIL) i CENTERLINE tF NEEDED 3.6" 3136" 5° 3.5" 3.5° 2.04° 40DIAG. 2.04° 4"D!A 2.04° q pip A�A.oFluslda E 2X4" 5.37" DIAD. V V 4.08°,r DIA13. 04*D. 2.04""TEMOR p � 7" 3.li3 5" .ti���i+d��` c•E�s �4 r 4 -TRACK -FRAME HEADISp.L 4 -TRACK FRAME 14EADOLL � 4 -TRACK FRAME HiEAD(SILL = � a ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK (� ASTRAGAL OR INTERLOCK Na. 58705 (USE -WHERE 4 CLUSTER 'C4-) PSE WHERE 6 CLUSTER (USE WHERE B CLUSTER ANCHORS ARE REQUIRED, °Cn _ ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED, "C5°) WITH & WITHOUT SPLICE CONDITION a alis Now WE— ViAl–M,rororecltaavm Zwy ANCHORAGE, EXAMPLE CLU STERS% b{ •.!�caRt4P. itV�tt1QH,F xmw lig— mm p„om.� SERIES TTQ�/ILUM. SGD - LM IMPACT '�4f I fall I SJR 40190/14 oamx CERT. AtJf +i�9PBB SCiP7i0 AfTS 10 a 22 PGV0180 A LYPEA687� P.E. 2.W 2.04" iNTEMp 2.04" W—MOR 2.04° NOTES: T� mmpioR 7„ I. ALL DIMENSIONS SHOWN P40DIAG. 8.w ARE BASED ON MINIMUM 6.12" 4" DIAD. g" ALLOWED. 2. DETAILS DEPICT ANCHOR T�Ru 3 T w 3" NTS 1 e. iNTERc- R / 1 QUANTITY AND SPACING, AND WOULD BE. IDENTICAL E r TeR1aR 4" DIAG. 4" DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3 5° 4" 3.5" 4" 3 5" " 4" "+1" ANCHOR 2.04" € 2.04P 2.04" OR 4° 2.04"ExToom 8.941 - - 80° CORDER 90° CORNER 136° RNER 135° CORNER --. 4CENrRUNE 2 -TRACK FRAME HEWSILL 2 -TRACK FRAME HEMISILLTRACK FRBAME HEAMILL 2 -TRACK FRAME HEAD/SILI (USE WHERE 4&=STER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER "" - OF PANEL Mjip RS AREWtIUIRED, "C4 • • ANCHORS ARE REQUIRED, "GB") ANCHORS ARE REQUIRED, "M ANCHORS ARE REQUIRED, "gq") • • • 4.OS" : "+2° ANCHOR • . • • • • EXTERIOR INTERIOR 4• • • • •+1"ANCHOR 20� •" • • • • • • • •JL5" ?E OR ENTERIOR 7.41" 4" DIAG . •• :71935 . •••�•• ••• • ••• • •� RI CENTERLfNE t OFPANEt ••* • • i••�4_i • 4.08" 7" "+3" ANCHOR s • • • • • • •33• • • •1" • i • • • >R �• • • i 3N MEN— 7" 4" CENTERLINE OF PANEL N "+2" AN4'HOR 204" " 4 DIAG. • j" Ai 3.5" . • SCORNER 136° CORNER VIEWS 7" 3 -TRACK FRAME HF.ADISILL 3 -TRACK FRAME HEAD/SILL �7 CENTERUNIE ("gr ANCHOR CLUSTER REQUIRED (W ANCHOR CLUSTER REQUIRED a OF PANEL AT ALL 3 -TRACK CORNERS) AT ALL 3 -TRACK CORNERS) I 4" IA • 2 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT InrrMR 6.12" IM 2.04° 2.04" 3.5" --•- ( 4" EXT I 5.88"1`CENTERLINE I . OF PANEL 3.5" 1° °t3" ANCHOR 4" 7" p� r.�Vllu,... 6.12" 8.52" % 3.5" 4.08" 1.euitQingt�oda^^,,PE 204" 4" EXT 3.5 4"DIAG. " EXTERIm 4 35 —+► +— I CENTERLINE tm hH+mE FAA Y LYN!$'M��(tz 2.04" F` -OF ♦``�`` OQ° CORNER 135° CORNER PANEL `� S'j r aGENsfi '' :FSP �. 4 -TRACK FRAME HEAD/ -$jL L 4 -TRACK FRAME HEAD/ ILL S 4 -TRACK FRAME HEAD/SILL � ("C8"ANCHOR CLUSTER.REQU1REd ("CS" ANCHOR CLUSTER REQUIRED tNTERMEDIATE ANCHOR LAYOUT Mfr Pto. 58795 AT ALL 4 -TRACK CORNERS) AT ALL 4 -TRACK CORNERS) (3 -TRACK SIMILAR)- ""'• ` flT sr•vowQ im Ir CHNOLoor aVRWAA342M ANCHORAGE EXAMPLE CLUSTERS w� kl" - .�' •. ,�o�,�R .• ' : -•,,�s•.•••.•••. �• fi MOM, SERIES 770 ALUM. SGD - LM NPACT ��, UNAI, , oI" $wWuxr¢ '- A. L'It�lRM , P.k' dR f4NOWd tsar.OFAM. 8Gn rIo NTS 11 or22 PG4T0l3D P.E fr tons INSTALLATION DETAILS EDGE DISTANCE - SEE TABLE A. SHEET t 114" 4 - MAX. SHIM �/QCt1*/Ck1T. IEE TABLE A. U LA u SHEET 1 2X WOOD WOOD.ANCHOR TYP. TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 2 -TRACK FRAME HEAD • WOOD INSTALLATION • • • • i WOOD• fA cKtR TYP„ i • • • • 2X WOOD • SEE ANCHOR*IOTES TYP., SEE ANC • • • • • & TAtr� VjiEET 1 NOTE 3, SHEE • 6EE ANCHOR • : • • 6g jF• J, SHEET • • • • • • 1 JI. " MAXI• • E • s• • 2490"* ••• • • • • • • CDQL STANCE, • • • • SEE TMItll A, SHEET 4 • • • • • • EMBED�pEIyT; SEE TA�L�'A, SLEET 1 • • • * 2 TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET t EDGE DISTANCE: SEE TABLE A. SHEET 1 2-1116" 114" 1 MAX. SHIM 2X WOOD WOOD ANCHOR TYP.. TYP., SEE ANCHOR SEE ANCHOk NOTES NOTE 3, SHEET 1 & TABLE A. SHEET 1 3 -TRACK FRAME HEAD ,X Cr EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1118"' METAL TYP., SMS ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A. SHEET 1 d TRACK FRAME HEAD METAL INSTALLATION WOOD ANCHOR TYP., HOR 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR T 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE ANCHOR ANCHOR NOTE .6, SHEET I � NOTE 5, ( allmT ' (114" MAX.) (1/4" MAX.) NOOD ANCHOR TYP., 2-1116"* 2-1118" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3 -TRACK FRAME SILL ev WOOD INSTALLATION EMBEDMENT: SEE SUBSTRATE TABLE A, SHEET 1 JAMB. 2X WOOD EDGE DISTANCE: TYP., SEE ANCHOR SEE TABLE A, NOTE 3, SHEET 1 SHEET 1 2-1/16;- NOOD ANCHOR TYP., SEE ANCHORWOTES & TABLE A, SHEET 1 WERIOR 114" MAX. SHIM !-*- 2-TRAGIC FRAME JAMB WOOD IN EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 RXTFaog 114" MAX. SHIM MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE RTES: 114" 1..ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A SHEET 1. SMS ANCHOR TYP., METAL TYP., SEE ANCHOR NOTES SEE ANCHOR & TABLE A. SHEET 17NOTF 4. SHEET 1 � 4 TRACK FRAME SILL METAL INSTALLATION EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: METAL TYP., SEE TABLE A, SEE ANCHOR SHEI 1 NOTE 4, SHEET 1 3 -TRACK FRAME JAMB WOOD NST TION im (WAVTH.pT8M SMS ANCHOR TYP.. SEE ANCHOR NOTES & TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 MN. OF 3 THREADS BEYOND THE EXT I� ''x,14' SUBSTRATE 1METAL MAX, SHIM -TRACK FRAME JAMB. lw METAL INSTALLATION 0A * DIAGONAL O.C. IS MIN a (HEAD & SILL) OR 8° (JAMB) SEE DETAILS, SHEETS 10 & MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. SHEET 1 I .SERIES 770 ALUM. SQL? - LM IMPACT I son -m I Mrs 1 12 d 22 1 PDT013o �: No.587D5 A L1/I MILL(:I7. P.6. P 88708 INSTALLATION DETAILS CONCRETE EDGE DISTANCE: SEE PER TABLE TABLE A. SHEET 1 CONCRETE -2-1fi 8" ` A. SHEET 9 PERTABLE SHEET i :E TABLE A, --J SHEET 1 PROPERLY SECURED WOOD BUCK TYP,8 ANCHOR NOTE 3 EI •• • • eom;RETE ANC • SEE ANcwvR-N S& • • e • • • TABLE A, S14EET 1 AEANCHOR • I"YeS.43HEET • 0 • • i j' MAX•) • • • • • • 2-11160 •• EDroEpL&ANCI • SEE TABiwT EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 – — 2-hien• EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: CONCRETE $EE TASLE A. SHEET I PER TABLE Z-1116" A. SHEET 1 L AtiAX Exr IpR } MAXExrEWar� SHIM `r t� SHIM CONCA9TE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., & WOOD BUCK.TYP.. SEE SEE ANCHOR NOTES & TABLE A. SHE T 1 ANCHOR NOTE 3. SHEET 1 TABLE A. SHEET 1 =RAMS HEAD S TRACK FRAME HEAD IE INSTALLATION W CONCRETE INSTALLATIPN • • ECURED 1X CONCRETE.ANCHOR TYP., W D ABUYC:KTYP.,SEE SEE ANCHOR NOTES & ^^ ANCDOR NOTE 3, SHEET 1 TABLE A, SHEET 1 6t� SEEANCHOR NOTE 6. SHEET1-EXT •• ••• + 2-1/180? • • • • • lEMBED E TABLE•A, SHEET 1 \ • '• 2 -TRACK FRAME SILL Caa CONCRETE INSTALLATION PROPERLY SECURED 1X WOOD BUCK TYP.. SEE ANCHOR NOTE 3. SHEET 1 . I SEE ANCHOR 6.'='r- EDGE DISTANCE: ' TABLE SEE TABLE A. SHEET I T 1 EMBEDMENT: SEE TABLE A, SHEET 1 — 3 -TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 1140 • DIAGONAL O.C. IS MAX MIN 4!' #iEAD & SILL) SHIM OR 60 (JAMB) SEE DETAILS, SHEETS 0&11. PROPERLY SECURED 1 X L CONCRETE ANCHOR TYP., WOOD BUCKTYt�., SEE SEE ANCHOR NOTES $ ANCHOR NOTE 3. SHEET 1 TABLE A, SHEET 1 4 -TRACK FRAE HEAD CONCRETE INSTALLATION SHEET 1 (1140 MAX,) EX R �2-1H8° CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES &% WOOD BUCK TYP., SEE TABLE A, SHEET 1 / ANCHOR NOTE 3. SHEET 1 L;VNr;Kt I C EDGE DISTANCE: I —; PER TABLE SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 —"`I 14-11 EDGE DISTANCE: oFm�r : SEE TABLE A, SHEET 1 CONCRETE PER TABLE A, SHEET 1 E DISTANCE: PROPERLY SECURED EMBEDMENT: SEE - * E TABLE A 1X WOOD BUCK TYP., TABLE A, SHEET 1 SHEET 1 SEE ANCHOR NATE 3. PROPERLY SECURED +: EDGE DISTANCE: TABLE A, PROPERLY. SECUREDSHEETISEE 1XWOODBUCKTYP . SHEETI 1XWOODBUCKTYP.,n ODUCTRBN�D SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR2.1MflSHEET1 SHEET 1 t.ORCMU TYP.. SEE ANCHOR CONCJCMUANCHOR . -fl,,,NQTESBTABLEA,TYP., SEE ANCHOR CONCJCMU ANCHOR. SHEET1 '' CONCRETENOTES & TABLE A, , TYP..SEEANCHOR �:( OR CMU i�� SHEET1 _` CONC NOTES &TABLE A, EXT, EIVOR PER TABLE �� �`t E ORCMU SHEETiCONCRETE c k A8HEET9114' MAX. SH (+— t-- PER TABLE`�7 •{� :' r A, SHEET 1 1!4'MAX. SHIM -► A, SHEET 1 114 MAX. SHIM I-+ - No. _ 2 -TRACK FRAME JAMB 3 TRACK FRAME JAMB CONCRETEICMU INSTALLATION c CQNCRETElCMU INSTALLATION 4 TRACK FRAte CONCRETE/CMU INSTALLATION �"(- Lt! STl5ww XWOBF mix�� N* trrro atsrotarat'ar ANCHORAGE DETAILS : �`�. ' . Fcosao� 'i/oNA r> leaa SEER/ES 9'YUALE M. SGD - LM IMPACT _ maw•cdet salt wonew.+vera sm A. LYNN MILLER. PAL 10/t�/r4 CERLOFAUM son-rro AnS 13 d 22 PGT0130 P:e. 6"05 INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A. SHEET 1 P -HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: & TABLE A. SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET 1 ZS 1 ILLUSTRATION, SHEET 9) • e MOO MALLATION ' DISTANCE: SEE • • • • • •F` • • IA�BLES 1A, 2A & 3A L TAME A, SHEET 1 EMBEGMEiNT• INTERIOR CONDITION • • •••••• SEE TABLE Ar • METAL Twbp • • �� SHEET 1 • • • • 4+00K W00D... A.N.CHOR iYYf�. • S65MISiOR NOTES ' ,J ✓ P-H00K • e • • . •• b! TABLE A, .SHW21 THREADS CONCRETE OR • • (ALSO'SEE• • • • 2;893" MIN CMU PER TABLE • i • • • • 1LLUSTftZIQN. SHEEj J) s e EDGE DISTANCE A. SHEET 1 •••• P.M86 FOR USE WITH FLAT SILL.RISERS 000:00 60000 • • • • +�► PAF"018, #2d, da 022 OR 024, • e MOO MALLATION EXTERIOR MOUNT SHOWN, • • • • • •F` • • IA�BLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN e FOR.W�tiIER RATINGS) INTERIOR CONDITION •••••• • •• • •••••• • METAL Twbp • • • • i • • •$EE ANCA. • • • • SEE P -HOOK IMOU NTING CONCRETEOR NOTE 4. SHEEJ J: • EAIEDM�"NT: MIN. OF 3 TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE--N THREADS ANCHOR TYP., SEE A. SHEE11 I BEYOND THE METAL ANCHOR NOTES SUBSTRATE & TABLE A. SHEET 1 EMBEDMENT: (ALSO SEE TYP. SEE TABL A.' ILLUSTRATION. E SHE P 1 EMBEDMENT: SHEETS) SEE TABLE A. ED DISTANCE: SEE SHEET A,SHEET 1 2.893" MIN. EDGE DISTANCE EMBEDMENT: SEE TABLE A. SHEET 1 CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE ASHEST 1 1-V4" MIN. EDGE DISTANCE EXTERIOR 28 P -HOOK MOUNTING \\_ADAPTERCONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P -HOOK FOR USE WITH FLAT SILL RISERS PARTS #18. #20. #22 OR#24, CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR MATER RATINGS) EXTERIOR CONDITION EMBEDMENT: SEE TABLE A. SHEET 1 P -HOOK MOUNTING ADAPTER CONC 1CMU ANCHOR TYP.,, SEE ANCHOR NOTES & TABLE A. SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1-114° MIN. EDGE DISTANCE P -HOOK SMS ANCHOR TYP., P HOOK CONC ICMU fBi� SEE ANCHOR NOTES J & TABLE A, SHEET 1 +� ANCHOR TYP., SEE ANCHOR NOTES & TABLE (ALSO SEE TYP. ILLUSTRATION, SHEETS) 2693- MIN' A, SHEET 1 2.693" MIN. EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) da P -HOOK FOR USE WITH BOX SILL RISERS P -HOOK FOR USE WITH BOX SILL RISERS PARTS.012, #21, #23 OR #26, � RARTS #19, #21- #23 OR #25. METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT (SEE'TABLES 1A, 2A & 3A MOUNT FORWATER RATINGS) ONLY FOR WATER RATINGS) ONLY QBRT.OFAiRMOM :RIES 770 ALUM. SG© - LM IMPACT 6w -no NTS 14 -22 POT0130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A. SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 1-3. SHEETS 8.8 FOR REQUIRED P -HOOK AND.P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. pC�............ ti A.., .•'ENSe ` -r4: • Na 587Q8 tTe A. LYNN MR4ER, P.E PAL# sem CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. DLO_ HEADER DETAIL W, WIDTH SHEET 18; INSTALLATION DETAILS AW &AG!, L!== SHEETS 12 & 13 7— • •• f • • • e e • e • ^rlW*QETAIL -D', Qmw 18; 'j&% DW &''Dd SHEEEIV?2 & 13 • ...... s • NOM. PANEL WIDTH TYP. PER TABLES 1-3 90' EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XXIXX PANEL CORNER DETAIL #10 X 1.112° PH SMS SILICONE HERS FRAME CORNER DETAIL #8 X 1" PH SMS UNIT WIDTH MEIVOR I iamtDnd �dditetCaEut,(o-t1�'t NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE, SEE DP/ANCHOR TABLES, SHEETS 8.8 FOR MAX. PANEL PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. PANEL CORNER DETAIL'N2', 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SHEET 19 & CORNER PANEL TYPE s TE TYP PANEL 'M', SHEET 19 %0'�C ' t aH►t?�*. ,�C`> E%TEtOORTEw TYPE 'QS' 16; INSTALLATION DETAILS 'ASE TSE 'i.tS'(aN U 27SERIES 770 ALUM. SGD - LM IMPACT ' � � rl 117 t ►, ` W„�,a„ e"•,2rod• NOM. •me �0m eae A. LYNN MILLER, P.E. MAX. UNIT ceRr, oanimcaseaes . X san.7ro PANEL w PGT0130 y MAX. DLO HEIGHT PANEL MOTH YP. PER HEIGHT SEE PER HEIGHT TABLES NOTE 2 TABLES 1.3 1-3 90' EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XXIXX PANEL CORNER DETAIL #10 X 1.112° PH SMS SILICONE HERS FRAME CORNER DETAIL #8 X 1" PH SMS UNIT WIDTH MEIVOR I iamtDnd �dditetCaEut,(o-t1�'t NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE, SEE DP/ANCHOR TABLES, SHEETS 8.8 FOR MAX. 90° PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. Z � ,: No 58705 CORNER DETAIL'N2', 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SHEET 19 & CORNER j ANCHORAGE SHEET 11 s TE , INTERLOCK DETAIL 'M', SHEET 19 %0'�C ' t aH►t?�*. ,�C`> E%TEtOORTEw JAMB DETAIL '03, SHEET ' 16; INSTALLATION DETAILS 'Gw' &'Go', SHEETS 12 & 13 'i.tS'(aN DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.888" iamtDnd �dditetCaEut,(o-t1�'t NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE, SEE DP/ANCHOR TABLES, SHEETS 8.8 FOR MAX. : Ns ?,�•p'� ' PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. Z � ,: No 58705 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. j s TE gy. Rsz t0M7ECNN0L0GVDAf W ANCHORAGE DETAILS I €7tAMPLE ELEVAit %0'�C ' t aH►t?�*. ,�C`> ALVrWrF;FL XM nw 'i.tS'(aN U 27SERIES 770 ALUM. SGD - LM IMPACT ' � � rl 117 t ►, ` W„�,a„ e"•,2rod• eons •me �0m eae A. LYNN MILLER, P.E. ittllOtt4 ceRr, oanimcaseaes . san.7ro NT34S w PGT0130 P E a i�7oc CON FI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON.SHEET 15 'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; (� '—INSTALLATION DETAILS'Gw' &'Gc, SHEETS 12 & 13 ASTRAGAL HEADER DETAIL A, SHEET IfIXED JAMB DETAIL 'G2', ' ' HEADER DETAIL'A', SHEET 18; DLO JAMB DETAIL G3', SHEET � SHEET 18; INSTALLATION DETAILS'L1 & 18; INSTALLATION DETAILS INSTALLATION DETAILS'A�M &'Rc', �y� 18; INSTALLATION DETAILS DETAILS'W &'Gc, L2, SHEET 19 'Aw' &'Ae, SHEETS 12 & 13 SHEETS 12 & 13 • yp 'GW &'Gc', SHEETS 12 & 13 SHEETS 12 & 13 (. 90° , E R PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL 'L' 'D' `A' TYPE TYPE TYPE TYPE A K' 'M`, SHEET 19 MAX UNIT ,GS, 'QS' MAX. UNIT 90° OUTSIDE CORNER h PANE � HEIGHT SILL DETAIL h NOM. / HEIGHT 'N1', SHEET G & CORN CORNERANCHORAGE IDTHTYP. ISR 'D'SHtEET SEE TABLES PANSI DTH TYP. SEE PER TABLESSHEET11 PER 1$;MAX • NOTE 2, 1-3 ARLES *3 HEST15 INSTALL • DL'O PER NOTE 2, 1 3 SHEET15 HEt HT• ItarsRtOR DETAILS � � W&'DC', SHEETS 12 9VE=6� TABLES 1-3 `✓ IpR••:a NOM.PANEL X • • X X •• • & 13 <3 X JX WIDTHTYP. ' PER TABLES (X •Ela . UNIT WIQTH MAX. UNITWIDTH1-3 •• • • • • SILL DETAIL'D', SHEET 18•. MAX. UNIT WIQTH • NSTRU,C�'N" EXAMS OXXX INSTALLATION DETAILS • •CIE S sHI:E.T is Y5tACK 'DW &'De. SHEETS 12 & 13 EXAMPLE: 90" OUTSIDE CORNER - XX)(X (2-TRACK) • *060 • • • 90:000 • AS�•:4)ETAIL,1X& INTERLOCK DETAIL'M', SHEET 19 JAMB DETAIL'H', SHEET 18; 7w' & • L' SHIES t INSTALLATION DETAILS • , ' INTERLOCK DETAIL'M', SHEET 19 le, SHEETS 12 & 13 • • • • *000 ` HEADER DETAIL " •••• 'H2', P &'IC SHEET W. SHEET 18; JAMB DETAIL SHEET HOOKDETAIL'J' 1$; INSTALLATION DETAILS 19 INSTALLATION DETAILS'Jvd, INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION HEADER-DETAIL ' ... SHEET 18; INSTALLATION DETAILS 'Hvi &'Ho', SHEETS 12 & 13 `JC','1 & We, SHEET 1d DETAILS'Sw' &'Bd, SHEETS 12 & 13 DETAILS'W &9d. SHEETS 12 & 13 'GW &'Cd, SHEETS 12 & 13 �— MAX. UNIT WIDTH 16 = MAX. UNIT WIDTH PANEL PANEL PANEL PANEL { TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE ,M. ,F ,F, ,IT 'L' ,M, 'F i r MAX. MAX, UNIT NOM. i NOM. UNIT HEIGHT PER WID H PANEL f I I/ PANEL 1 1 WIDTH TYP. � HEIGHT PER wAthe dda TABLES MAX PER f MAX. PER TABLES "° (• 1.3 DLO TABLES 1-3 t DLO TABLES 1-3 1-3 NOTE 2, qqyy f NO 2, e HEIGHT SHEET 15 i� f SHEET 15 HEIGHT p� °lit N, �a`c Yr1 Q1 R '� ��r,ENS EXAMPLE: OJbft SILL DETAIL'S', SHEET 18; EXAMPLE: MO SILL DETAIL r, SHEET 18; (3-TRACK, RIGHT POCKET} INSTALLATION DETAILS (44TRACK BY-PASS)INSTALLATION DETAILS 'Fv! 'EW &'Ed', SHEETS 12 & 13 & 7d, SHEETS 12 & 13 terarrwo�t+rc N. VENICE, veraMINI E,XAMPLEELEVATIONS ...... �'`,s,S/pNAV SGD LM IMPACT SERIES 771 ALUM - A1YNN L fi�P.E. ww wt+vza °da`'.u�i�r►arae 8 13470 NTS 6 d 22 Pt+1T013t? PANEL'S RIGHT STILE TYPE PANEL SINGLE INTERLOCK SINGLE INTERC OCK FIXED LOCKSTB.E ASTRAGAL ASTRAGAL ASTRAGAL SOX= ASTRIWAL BOX IN INT CORNER LOCKSTiLE EXT CORNER 00 LOCKSM EXT CORNER W RECEIVER INT CORNER 90 RECEIVER EXT CORNER 90 RECOVER EXT CORNER 38 RECEIVER INT COINER 36 RECOVER TYPES OUT IN BTILE W/W�IDLE gpXOUT BOX IN W/HANDLE WR40LE WIHANDLE WIRANDLE WMANDLE WIHANDLE oil WIHANDLE 1 W1 HANDLE 1 81 911 3118 "�'" G' N89 " a1 So I K Qpr F PP K L TR TQ TC TA TV TW OUT 0w om WTERLOCK 'B E P A C C IC SQ V e C V(� A s Y`, V Y V �'n! IN fBmt[IXtt (e0X6ry $mE RR #? S SD FC FV FW • •.1 J A'SNIJ ' Q . M J J om 0=09) �� 0r ff • • • XOUT � • PANEL NOTES: w/HANDLE t• 1. SEE DP TABLES 1-3, SHEETS 8-8 FOR PANEL iw ASTRAGAL • • A j �ii SIZES'& DESIGN PRESSURE. SLE • LEFT PANEL RIGHT PANEL 2. PANEL TYPES NOT SHOWN OR CROSSED OFF ARE NOT REOXARED FORANY CONFIGURATIONS �•• A8TRAGAI.' •' ' T STILE STILE TQ 3. S,° ASTRAGALS USE HEAVY-DUTY STILES � �+� • • • T ° . t PANE E SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND �j APPLICABLE STILE/ASTRAGAL RECRAREMENTS. (#61) CORNER RECEIVER (#118)AND EITHER EXTERIOR (#119) OR INTERIOR (#120) CORNER ew BOX IN . ASTRAGALS. age, .jj�' „„ gt]'L Ksry 6 w/HANw�EE� •� 41.135' ASTRAGALS TO USE HEAVY-DUTY STILES () ND CORNER ADDON (#31 _F w �•�. �i 90LOt;KSTILE WtHANDLE1 EXT CORNER � 9D XCEZ #SmiaR QT �S SILL RISERS OPTIONS. .232'R .23a' 0 3.SIS W2y E7Rtt]R. PL`-', 4.1185" COREANI3LE V SIX INT CORNER1 NT vw AT A DF i-im 9 CORNER 411$ W RECEkYER CF ,SIL FSAT 'S ` 5W. RISER, FLAT SILL RISER. FLAT `✓ �_-° MEDIUM, 3-1W SILL RISER FLAT HIGH. 4° FLUSH.1-1/2° LOW.2-112" EXTCORddER 1 RECEIVER W/HANd @ CORNER w wa R 1 VT ' /�, V'Y T i� VV �/�,�+ Y V VF ��/ Y Y F �7 .750" O T60• RIINT .sem• .062" `r� Ger camely�gOVXV �IS@FGutdu TERIO Hidtdiug�•d• /�-� 0$2 Aett(+frweoNO .. a:Ose• �7 3305• .Issz• • 1587' #1 LYNN N.� 16° SILL RISER. a SILL RISER BOXa3 SILL RISER 90X SILLRISER, BOX HIGH. = GiiTtlS FI,USFf,1-112" LOW, 2.1J2" M,MIUM. 3-114° 4° q'c ; No. ` NOT VAUD FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6 8 3 � 4J ' ,• YORM PANEL TYPES & ATE' ,`' .�.t •..!�LOfilpA•` C'}`;� �''ri3MONAV- �0% 040480-two SERE$ 770 ALUM. SGD - LM IMPACT II JR 10/1W14 !� CERT OFAtf!/LAMM 80pT70 NTS 17 � 22 A.I! I�yP1 POT0130 p.E.#mm ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) z.' • c IE-whai 2 -TRACK JAMB 6° LONG CLIP #106 a WI RETAINER 0108 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) • 623FULLtENG71H • 2 -TRACK JAMB CLIP 080 OR #105 WIRETAINER#123 •' (SHOWN WITH • • FIXED PANEL TO 7• THE EXTERIOR) •�• • t<a �+ i© ps •"u I (SHOWN WITH OPERABLE PANEL) G4 2 -TRACK JAMB WI SCREEN t:1C^fEF SHOWN WITH 2 -TRACK W/SCREEN OPT. SCREEN KDFRAMEHEAD TRACK D2 TRACK WMCREEN FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 8.8 FOR OP (PM ASSOCIATED WITH STILE. M 3 TRACK \,BFRAME HEAD FULL PANEL JAMB LENGTH E DETAIL 01 'OR FIXED ANEL CLIP 12 `I— E �I �1 1� XTE ER10R -EXTERMR \/- --- 3 -TRACK JAMB B v 3 -TRACK JAM11 v4 -TRACK JAMB 4 -TRACK JAMB (SHOWN WITH l6ih(SHOWN WITH N (SHOWN WITi I I2 (SHOWN WITH OPERABLE PANEL) W FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) g@SLTRACK FRAME HEAD MAX. UNIT HEIGHT PER TABLES 1-3 3 -TRACK W FRAME SILL CHRT.OFAMS79M j6jh4-TRACK KUFRAME SERIES 770 ALUM. S©D - kdoM me Soave sc+wTTo h TS. 18 d 22 POT0130 M- #1.VYNIV #,LEYNIV Af, `•:�•C�.•`10EN$�''•�� /moi Na 58105 ATE r• 74w. ORIS?,• Cy i1�/91UNAA �� A. La1WE P.E. P"Moll ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) e . 4 9MRIOR g1 113 418 26 Sli3-p 11 !43 27 83 2e 21 03 tg3 80 OR 01 OR 69 20 94 28 120 88 y eel 6 *10 XT 91t 82 �EXTEWOR 1T1 22 90" EXTERIOR EXTERIOR M T SILLS K P-EIOOK Fd#i Xv 1115 '/ -HOOK FOR FOR V-' )NT8ROR 90°� INVJWR iNT. • • ••• • •• P •Goes• 7 9 - Il5 107- 81 • • LOt;KP$ 10 - ep r� bINTERLOGK 0 000 • • Yt'I, 113 GOG•�60 • •• s• • 61 g4 116 •• ea T B ••• 11: •s• 413 y �G • 41 ekX78Ri0R • •ooso 913 �03 149,+ 7 •esus•67 as s G • • STANDARD ASTRA%I.1G7G • HEAVY-DUTY ASTRAGAL 000 • fiRQ 90° OUTSIDE CORNER 2,TRACK SHOWN 90° INSIDE CORNER SHOWN " ITEM #61 (HEAVY-DUTY GKW WITI� go ES160 WITH HEAVY-DUTY STILES #61 W W2 22-TRACK STILE) SHOWN, ITEM 9W • ; ... EXTERIOR @94 ASTRAa 'SHOrN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STIL� ALSO (BOX-01fT MAY�4Ls0 BE'INSTA LLED (BOX-OUT) MAY ALSO BE INSTALLED APPLICABLE, SEE TABLES TOWARD WR10R (BOX-IN) TOWARDS INTERIOR (BOX-IN) 1-3, SHEETS 6.6 FOR OP (PSF) ASSOCIATED WITH 863 STILES. 31 LOt2C6'AR 8 136°PRODUCrRUNWWW 11 m Flodb 7 14 S 61 32 103 fonilflte O 61 s 32 _ V 64 ' Mtiwni c 9fkMrot`I 11 8 7OCK s a& PAR 31 M103 01 ,�fil Tr 1q. T 186° INSIDE CORNER KN j�!'����r v`0�,....... �2-TRACK SHOWN. 138° OUTSIDE CORNER 140, 60705 OT 2 TRACK SHOWN now ME- 15R� r��o r r8 HOS OWTAL SEC71ON iDETAILS COMVERS �zy.t/E p17:•UJ� FLQR3 �•-���: :��� , Jamaw y WE 'mavr rse�3 �o leo SERIES 770 ALUM. SGD - LM IMPACT a..sox. se° ` � i LPNN �,E. dR . �fOJt4 to cS7tr. QFAUWf. SOD-M NTS .19 22 FOT0930 A Mi4L43>I P.E.# som Item Dw � POT# Deacriptiort SO f7M 817308 2-TRACC AD 2 inn 81730;1 2-TNACK HEAD WSH SCREEN RCA. 3 173(19 St 3-'R &CK HEAD 4 17312 617312 4 -TRACK HEAD 5 17314 B-1314 FRAME SCBE COVER 6 17311 817317 FRAMEH(:ADMJAMBADD-ON 7 17304 617304 =TRACK SILL 9 17301 617301 24RACK SILT. WITH SCREEN RAS. 9 17307 817807 rl—RA IL 10 17310 817310 4 TRACK SILL 11 17313 8176% nW& BILL IRACIC OVERT 12 17315 817315 FRAME SILL SCREEN ADD4DN (SEE NOTE 3) 13 17318 817316 FRAME BILL 9UM END ADD-ON (SEE NOTE 3) 74 SEEW F7RMW 75 8186 811302 24MCi 4AM,S WRH SCREEN ROW ttt7�08t 77 W17321- 1"2 STEEL 7JNC "UT 4TRACYCJAMB017322 17367 817357 1' IGBEAD R{BER& FIAT, FLUSH, 1412"817310 17369 817359 71W BEADIFOE:D PANEL CLP 3 -BCD( FLUSH.I-U2- 000 617380 119521 SI.P RISH" FLAT LOW, 2-1P1' rA • VMS $17318 i= W= B())fy LC1W, 2-Iff 81745 1 (OWE NC 112' X1H8-8GL SIDE ADH. TAPE, PCN.YETH. - .LAT, MEDIUM. 3410 23 17354 8 RISETLBOX MED11M.3-U4- oWe IM 817323 R - LAT, HIGH, 4' 25 17320 817920 W -SOX Hmt, 4- 8188 17333 WIM f0twWSWOOK • 27 7070 • oW MEOPIWE BULB MTP FOR P4iOOK &% 17334 7334 ffffff P3=K MOUNT 29 17335 • 11836 P -HOOK COVER 30 17348 SIM POCWPoHWFORB0XRffiER 31 17378 817378 i35CORNER 32 17878 817378 1INFOCOMOUNT 732 78178 ITEMS 40.53 ARE SCREEN PARTS: 40 4319 012259 SCREEN SIDE RAIL - LOCKSIILE 41 1 1235 7LCK:KWM SCREEN LOC KSET 42 113 41818 SCREEN KEEPER SPACER SET 43 162 88152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE t4TERLOCK 45 4317 812268 SOREEH TO 46 4318 III= SCREEN BOTTOM RAI. 47 688 7SRAZ STANDAROROLLER 46 888 7SRAX STANDADROLLER-ST.SYL 40 4344 4SCREEN ASTRAGAL 50 17348 $17349 )O SCREEN ASTRAGAL ADAPTER 51 1822 81892 SCREEN SPLINE - .185• W 1694 81894 EN SPLINE •.15(P 53 81818010 SCREEN CLOTH 641788 112'• XV XIfIrSEr. BLOCK, NEOPRENE 85 T1-5 65 1728 1"XVX1116- SET. BLOCK FAP Wd5 Item so POT POT# Descf1ptl6n 41UANEXRRUSEAL OURASEAL SPACER (COMPOSITE sEALANFIDESSKANI) SO 17326 017326 PANEL 81 17326 817326 PANEL SUE 04EAVY WTY) 02 17327 817327 iNTERLOMADAPTDR 63 1215 SIP248 VINYL BULB WSW. -THIN (WSOE KMRLOOQ 04 1729 71729 SILL END WEATHEWW PAO 65 17328 617328: N7ERLOCK SCREW COVER 87 17329 017329 ' ASMM 08 17M 617339 HEAVY w nY ASTRAGAL 89 17324 017324 TOP & BOTTOM RAI. 70 17359 417350 VJEATMER8WRS EMN810N OWEGTION MOLDED) 71 1$95 71895 1-V2- X t" X314" HIGH FIN SEAL MW PLUGS 72 7816U TANDEM .811. ROLLERA5SY. 73 $163 7$163N TANDEM NYLON ROLLER ASSY, 74 SEEW DOW.899, OOW-996 OR GE4700 75 8186 78i65X OEMTM MORTICE "LY DUAL LOCK WILONR TRIM PLATE 78 7103WFPFX #lM X 1- FL SS SCREW W/ TYPE "F- T1P 77 7103232- 1"2 STEEL 7JNC "UT 79 17367 817357 1' IGBEAD (10 17369 817359 71W BEADIFOE:D PANEL CLP 81 /73(81 617380 9110° BEAD 02 1224 STP247K VINYL BULB WEATHMM 02 81745 1745 (OWE NC 112' X1H8-8GL SIDE ADH. TAPE, PCN.YETH. 100 W52 48052 ROLLER ADI ROLE PLUG 101 72087 JAMB WMPER 102 1898 71898 DUST PLUG 103 8188 7818890: V KEEPER 104 am ISDKEEP SCREEN LOCK KEEPER 185 17344 W344' FI)ED PANEL CUP - 8- LANG 108 17= 617352 FOED PANEL RETAINER - 9 W 187 1739 71739 ; HANDLE K8' - HTERIOR MMSEDWROWUMS MM -19- 1740 7040 HANDLE K8'- RAISED EVERTOR HANDLE 109 1731 7818232 HANDLE KR -RECESSED L+i TOR WITH THUMB IURN 110 732 78178 HANDLE KR - RECESSED EXTEWR PULL 111 710934PPSOM #10 X3W PH, PN. TEK - S.S. 112 1 1235 67518 ' WSTP, .270X.170 -FIN SEAL 113 1712 04098 ' 187- X.230" FNSEAL 114 710X1156 #SOx1.1T2' 115 710XPPY #10X1- 118 720XIX 14 20 X 1' 5:8. 117 720 12X #1420X1 -1P 81L 118 —Ifs- 817338 90 DEGREE CORNER RECEIVER 119 Im 817337 90 DEGREE OMIDE'CORNER ASTRAGAL 120 IM& IliMB 90 DEGREE 8180E CXIRNER ASTRAGAL 123 1 17352 817352 FVV0 PANEE RETAINER 711 NOTES., 1)ALL ALUMINUM,=6063-T6 2) ITEMS # 33-89, 57.513, 66,78,04-99,121 & 122 ARE NOT USED AND ARE NOT PART OF THE APPROVAL. SERIES 770 ALUM. SW - LM IMPACT 0J Wr 0PAUM#4 CI I SC7owo NTS m -n POTO130 NO'T'ES: 1) ALL ALUMINUM m 8083-T6 2) ITEMS .# 33-W, 57-59, 60, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR 913 REQUIRES MIN. #10 SMS OR 3116" MASONRY ANCHORS @ 24- MAX. O.C. -0,�y.T %T Coo. 58705p ST, TEO AA M P.P- P.91668785 6.06!3" 1.211" 0.081" L J2 TRACK HEAD (6083-T6 AL) 6.198" 1.211° Q 4a'1i • • 2 TR rK HERfO 1 SCREEN TRACK • •(li 6 ALj r 0000• • • • • • • ••• •• • •• •• • • • • 1.211" 0000• 0801° • �I'HEAD • • • • 0000 (j)94 =i OMT.6 AL) 00000 0000 • • 6.662° oaao� Ll1 Jifl5" t0 4 -TRACK SILL (6063-T6 AL) 6.626° 0.080" 1.506" �e 3 --TRACK SILL {eflB3 T6 ALj • • 9.142" 1.211° 0.081" O4 -TRACH �-.• — O.oefl° 0.780° "1.9or FRAME SILL SCREEN S3 END.ADD-ON (8083-78 AL) REQUIRES MIN..#10 SMS OR 3116" MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. 808376 ALj a-7ioolwl 81 1. (� FRAME EA0IJAMB SCREEN V ADD N (6063 T8 AL} 0.062" o.s32 1.518" FRAME SILL SCREEN to ADD- (BO�i83-'6 ALj REQUIRES MIN. 910 SMS OR 3118° MASONRY ANCHORS � 24°'MAX. Q.C. 5' ' 4.49" 0.0 " 1.505" �7, 2 -TRACK SILL (Soe3-TS ALj VENMFLMM Mr.OFAM rsd*a1L] I6" is 2 -TRACK JAMB W/ BEEN TRACK 8083-T6 AL} 14 2 -TRACH JAMB {806- 8 AL} 17 4-TRAdt JAMS (8083-T6 AL 83 -TRACK JAMB (8063-T6 AL) I ALUM. SGD — We suet NTS 21 at 22 1.872' 0.062° 1.Oi9" �SCREEN (RSTILE (60631'8 AL) 19" —+ {+ 1.045° 1.993° 0.082° SCREEN �1TbF` RAIL (6063 T6 AL) 0.062° EN 46 6QTTQM RAIL (6063-T6 AL) Flodda " %" tYI�N �((����i�f � � No. 68705 =-0 x$:15 pct tk- A. Ni MlLl�, P.E. P.F-# 68788 0.718" 0.082" 0.204" FRAME l �J SCREWCOVER (6083-T& AL) *"w 3.802" 2"0.574° SILL F 0.076° 11 TRACK O P -.HOOK (CO -0-M AL) (BOWT6 AL) .1 as - 2.30" Alm 0.080"�8(.0" 018" 1974" • 31ISMORNER • • 13E FIXED MOUNT • • • • (608 • • • (6063-T6 AL) • •• • 3.979° - • 3.9v am lose No*: • e •• •• • O.i few • • 4.125' •ee•• ••e. e • 87 STANDMI) ASTPAAL �-- 2.304" 0.798" 0.082" P- TOOK MOI NT"IGMOI NTING 28 DAFT R (806376 AL) T.4-1600 .42b° STANDARD STILE (8083-T8 AL QrL.7� LO.oB2° P•HOOK SCREW �QwR (8083-T6 AL) 1.600 4.126" -°---_ 9.84b" O.06Wr It 1.304 tom- 3.25 OTOP/HOTTQM RAIL (6063 -TO AL 0.281" ---4 O HEAVY DUTY ASTRAGAL (6083-T6 AL) 6� HEAVY DUTY STILE (8003 TB AL) 3.802" t.183 "L 0'888" O 080° -' 30 P -HOOK FOR BOX RISER (8083 TB AL) 1.739" 0.0B2" i•- 1.888" 0325" 0.002" INTERLOCK INTERLOCK )ADAPTER 88 SCREW COVER 8083 T8 AL) (8063 -TB AL) 1,050" 1.050" j� - 1.050" • a .811° .486" .04b° 045" O OLAZIN ©87/18' . FIXED SBH U NO 6083 -TB AL) 41PANELCLIt' (eOF3-TEAL) {6083 78 AL} 1.003" 1.03° 4" b.62� 0.757" � 0.0�1" 0.050" ® FIXED tlDiriiREMWED 1 PJ ,EL CLIP �.T09" 2.8A2.8826r' 0.133" duftor�. 1.498" 0.133 1.498" HMO (6083-T8 AL) w 42 .550" J 0.883 FDO=DPANELr a 4" P CbnKet 0.709° 1 RETAI 718 5 120 90° INSIDE CORNER ASTRAGAL 0.080" 1-�•-� (8063-T8 AL a 6063-T6 AL �ti• O •., . ,,. cr �. � } 110? 90 OUTSIDE CORNER ASTRAGAL ( ) �� ):FO(ED PANEL 118 90" COR R RECEIVER 16063-T6 AL} : • L . JRETAINER. 9li8n (W63 TB AL) 08106 (0063 -TO AL) pj `A s4Ismm- X E OFcu_ MEW tea+ aeaia EXTRLIStOM3 %�,o' .. bmouw r�.aaareoa SERIES 770ALUM. SGD -W IM9PACT ��'%,4S;RION�% m A. �sfr5�MUEWBig- amawl `�. JR 10 IW14 n r. aERr.OP UM27 9C3D 77o NTS 22 a 22 PQT0190 P E.B x8708 kodnJve-z M MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 20h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2594 NOTICE OF ACCEPTANCE (NOA) www.mlamldade.goy/qeW PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction. materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails a require he applicable building code. This product is approved as described as been e ' omply the Florida Building Code, including the High Ve ' u ' ane Zone. DESCRIPTION: Seri 'SHR -71Q" Aluminum Horizontal Sliding Window — L.M. APPROVAL AOC NT: Drawing No. 4127-10, titled "Alum. Horizontal indow, Impact", sheets i through 11 of I1, 2006 with the lateted 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed n i Miller, P. E., bearing the Miami—Dade County Product Control p with the o e fence number and Expiration date by the Miami—Dad ty Product Control Section. MISSILE IMPACT RAT : Large and Small Missile Impact Resistant. LABELING: Each unit shat bear a permanent label with the manufacturer's n or logo, city, state, model/ series and following slate : "Miami—Dade County Produ pproved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA- is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be availatile`fdt1ps2eV9npt jQbsite at the request of the Building Official. This NOA revises NOA No. 110631reOZ Ud cctn45 $ d&this page 1, evidence pages E-1, E-2 and E-3, as well as approval document meroteoneal'sb'ove. ::..' The submitted documentation was reviewed by Jaime D. Gascon, P. E. ... .. . . .. ... . . . ..... ... . .. . ...... .... ®�$ • • p NOA No.11-1114.0 1 M pAD@COUNTY • • • • t : • • • Ex iratlo Date: December 21, 2016 Approval February Id • • Page I . . ••• . . . . . . . . . .. .. . . . .. .. ... 0 . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under 1VOA's No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NDA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.. TTE 44859, •'da1td: 05fO8/2006, signed and sealed by Edmundo Laraes ad •P E... • . • • . • • • • ... • • g pl (Submitted dddei XOA Wo- 0&-#405 06) Jaime D. Gasco , P. E. .. . • . •. Product Control Section Supervisor . ... .... • NOA No. 11-1114.04 .. . . . . . . . .. . . • • • • • Expiration Date: December 21, 2016 Approval Date: February 16, 2012 ... .. • . .E -1 . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07-0815.09) .. 0 0: • . . • • .. ....... . ......... . .. ... .. . .... .. . . .. .... . . ..... .... .. . . . . . . . .. . . . . . ... . . . . . .. .. . . . .. . . ... . . . ... . . Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL -4858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted udder NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 114630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 1.2/21/2016. ....... . .. .. . ......... . •• ••• •• • • • •• ... .0. . .. .... •. ...00 • . . • . •.• . . . . ... . .9-3 . . . . . . . . . . .. .. . . . % .. .•• ... . cy-z��� Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 • s 0000•• 0000•• 0000• 0000• • s 0000•• 0000•• • • 0000•• GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 5NG OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. LAMI CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH A.080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER B. 518" LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE OF 11W HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACRE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. SM8" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18" LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .D90 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAW CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, F. 7/18" LAMI CONSISTING OF (2) LITES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER • Q. 13/16' LAM] IG: (1) LITE OF 118" OR 3/18" ANNEALED (MIN.) GLASS, 5M6" OR 3/8" AIRSPACE AND 5/18" LAM] CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A • •W0 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •• • •J •• • • • • H.•f1F 1/8" HHY STR1NGTHENED GLASS WITH A ITE OF IV OR O9DDUUPONT BUTACITE OR SAF AIRSPACE MAXIMUM M�NSI�RNGYER (1) LITE OF 118" ANNEALED GLASS AND (1) LITE • • 1.13M8" LANlI l(>•. C) LLfE OF 1/8° OR 3N8° ANNEALED (MIN.) GLASS, 5J1 S" OR 3/8" AIR SPACE AND 611W LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN . NT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER •o•• •• •• • • J. 13/18"LAQI II_I4� g$1] LITE OF 118" OR 3116" ANNEALED (MIN.IGLASS, 3/18" OR 114" AIR SPACE AND 7115" LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH AN .090 DUPOt4i'�Tkrm OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0000 0006 • 6.1t.613M8" LAM IG: (1 tITE OF 118' OR 3118" ANNEALED (MIN.) GLASS, 3118" OR 1/4" AIRSPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/18' H i NGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER • 0000•• L.13/18" LAMI IS: (1 LITE OF 1/8" OR 3118" ANNEALED (MIN.) GLASS, 3118" OR 1/4" AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS • • • WITH AMM WObNT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER 0000 • •0 • J.nNFIGURAIN ONE: _q XO. XOX • 2 pi81GN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET, 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4869 AND FTL-5330. ELCO TEXTRON NOA: 040721.01, 03.0226.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). D 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOXONS. FL 36778 P.BQX 1870 NOXOO.MIB, FL 34276 M710 I NTS X 1 4 11 1 4127-10 REMSBD A �0�.1 ` ��pfcNSE ' • *'ii ^ >M: No. 68705 '� �` '••. FLORIOP.•' ���. 0. LYNNMt P.F. A.E@ 88708 SHEET GENERAL NOTES....__ 1 GLAZING DETAILS-.....-... 2 DESIGN PRESSURES .....» 3 ELEVATIONS ...............„..» 4 VERT. SECTIONS...„........ 5 HORIZ. SECTIONS ..»..„..„ 5 PARTS LIST...».........„.„..» 6 EXTRUSIONS......„..........- 7 CORNER DETAIL„.....„..... 6 ANCHORAGE ......„..„.....». 8.11 REMSBD A �0�.1 ` ��pfcNSE ' • *'ii ^ >M: No. 68705 '� �` '••. FLORIOP.•' ���. 0. LYNNMt P.F. A.E@ 88708 1/2" NOM. GLASS BITE 60,61,62 118" ANNEALED OR HEAT STRENGTHENED GLASS UTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS •••• lir NOM. 59 GLASS SITE (6 52 88,87,88,89,70,71 1 V14 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6118" LAMINATED 6110" OR 318" AIR SPACE 118" OR 3/18" ANNEALED OR TEMPERED GLASS QD 13118" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 112" NOM. GLASS BITE C] EXTERIOR INTERIOR [> (ALL SECTIONS) 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 7/18" LAMINATED GLASS 112" NOM. GLASS SITE 72,73,74,75,76,77 �( 3118"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVS INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 3118" OR 114" AIR SPACE 1/8" o7 3116" ANNEALED OR TEMPERED GLASS QD 13118" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. O TECHNOLOGY MNfi NOKOM 94 FL34276 P.o. Bqx lan ALUM. HORIZONTAL ROLLER MNDOW,1 NOxOMOE, FL roma Full 2 a 19 4927-10 PRODUCrRUM13D Uro FloddS D_C,—No# a0t LYNN osme k ; No. 68705 k LUZ i0X,, ., RLORXID �I`I�/'O�'� Nt, 1A1,,L�� A. LYNNM�IILLER, P.E. PAS 58705 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE W. 36" 30318- 48" 50518" 64" 60" 63" D 0 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT VPEso- LSHALLLLHAVE A 'TEMPERED I.O. GLASS CAP. BOTH E DP 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 98" A,B,G,H +60.0 160.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60,0 +60.0 -60.0 +60.0. -60.0 +65.2 -55.2 +62.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +54.6 -54.6 +b1 •7 1 ,G,H +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 '-60.0 +59.5 -59.5 +53.6 -53.8 +50.9 -50.9 P TO 111 C,1 AND ANCHOR QUANTITY UP TO 111" D'K'L, +7b.0 -7b.0 UNCHANGED. °.00. TABLE 2. XUXt113,1/3,3i$lnMGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) • 3IICDQW GLASS WINDOW HEIGHT IDTH = • ALL HEIGHTS UP TO 63" • CM 1. +60.0 -60.0 T,A$�,7l16" LY, Rt' +75.0 -75.0 TABLE 3. OX �+ID XO iL. V.qE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLAS84 WINDOW HEIGHT • VAKH TVPE • 38" W. 60618.. 64" BO" 63" ,G, +75.0 75. +75.0 -75. +75.0 -75.0 475.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 PRODUCT RRVI3BD ,G,H +76.0 -75.0 +76.0 -7b.0 +78.0 -75.0 75.0 -7b.0 +75.0 -76.0 +75.0 -75.0 +88.1 -88.1 +83.8 -63.8 UP TO 74" C'�K'�' +75.0 -75.0 ►wna+necaoao •°C°NO 'n GLASS TYPES: TEST REPORT FTLAS68 ()(0)), FTLAS69 (OX & )(0) AND F L-5330 LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG -1t8" OR 3116"A (MIN.), 5/18" OR 3/8" AIR SPACE, 5/18" LAMI - (1/8"A, .090,1/8"A) B. 5/16" LAMI - (1/8"A. .090,1/8" HS) H. 13116" LAMI IG -118" OR 3116"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,118"HS) C. 5/16" LAMI - (1/8" HS, .090,118" HS) L 13116" LAMI IG -1/8" OR 3/16"A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (118"HS, .080,lArHS) D. 7/18" LAMI - (3/1(r A. .090, 3116" A) J. 13116" LAMI IG -1/8" OR 3116"A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/18"A, .090, 3/16"A) `.��o�i Qom'; v E. 7/16" LAMI-(3(l6-A,.090, 3/18" HS) K. 13116" LAMI IG -118" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116-A,.090, 3/1("HS) _ it ; tvo. 58705 F. 7/16" LAMI - (3/18" HS, .090, 3116" HS) IL 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3116" OR 1/4" SPACE, 7116" LAMI - (3/16'HS, .090, 3/16"HS) J..L 10/17111 NOCHANRETwsHEET 1mNOMMI8R34278 � D 210oRESSURES '•. SrATEOF oo �i�it�•'•.,FI.OR�OP''.0% lawE Jt 0/60119 D ADMISCAPT06EMPEW+30FTNOTE NO.0.69FL34274 nea HORIZONTAL ROLLER NDOW, IMPACT ��'�S IO � C �fNTEGRALFINOPTIONAWIZATEASME1M.02DPe sex � Wdb5,Rotator Fic 2/�l08 J J 91Z9J06 HR710 NTS 3 m 99 4927-10 E P.0 GSM5 27 318' MAX. DLO 6'16118° MAX DLO FIXED VENT S� B B x • ••• 1 •• • 110' MAX. WIDTH I.F. FRAME -+ry • ' 6Nal W4)b WIDTH FLANGE 4 AIL B - XOX (1141/2-1/4) ••.• eases •e••.t• • ••• 18°MAX 339/1 • • • • • •DLO C LO VENT • • • • • • • • FLANGE • • A I A FRAME •••• ALL 67 318' I CONFIG. MAX MAX OLD, ALL / / DLO ALL FIXED/ I VEMS 82' MAX LITES / I.F. FRAME O ` CONFIG. I I 74' MAX A-OXORXO P.O. BQX 1828 NOKOb36, FL 34274 27 318' MAX. DLO VENT x 27 3/8' MAX. DLO FIXED 0 �� 86 7118° MAX. WIDTH I.F. 88 711W MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL F. FRAME Ipi m Q D a Florms ►it ( 13 i FLANGE FRAME �J -0 o LYNN ly1(���iii VIEW D -D (FRAME CORNER CONSTRUCTION) = 140.587 5 :. �- � Mew ��� • ;'�W` S T TIONS 6M. HORIZONTAL. ROLLER WINDOW IMPACT SS� RWoee Boldo Bene Bme•ea - A. Ll'M7'a5m%P.F- tanto NTS 4 a i1 4i27 -f0 E P.E988708 000.0. • • 0000•• 0000• 0000• 0000•• 0.000• 00•••0 MAX • • tl4�{T • FRAME MAX •• • v.:/ SECTION C -C (VERTICAL SECTION, FLANGE FRAME) INTERIOR --i �— MAX. FIXED DLO —►� �� MAX. WIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) {►— MAX. FIXED DLO MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL . SECTION, I.F. FRAME) 'NO OLIM. FL 4278 �� NOK04ll8, FL 34178 ..r-�--_` P4.8Qxim NOKONS, FL 34274 vw* Rem HEAD (VERTICAL SECTION, I.F. FRAME) .rv.q i Ifo NBff 11 a 11 "4127--10 MAX. VEKT DLO PRODUCP REVISM ``�•�'ON�I uww yj�� •�i,� `� `'��'.•'JpENSF'' �F�Q ��i t� 1 * • -' No. 58706 % y tk :P0 ••. STA E OF '40 ONA��11 ��? A L'w LLER, UP.E P.F # wm nim DWG# REI/ DESCRIPMON MAT'L PGT# 1 4102 A FLANGEFRAMEHEAD 6063-T6 AL 612237' 2 4025 SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 617144 3 118 X 3/4 PH. PAN HEAD IN.15/16" AIR SPA 5/16" LAME 1/8-A, .090 PVB, 1/8-A 7834AA 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL " 6 4136 FLANGE FRAME SII T. 6063-T6 AL 64136 7 4137 ISILLADAPTOR 6063-T6AL 64137 8 4131 IROLLERTRACK 6063 -TEAL 64131 10 71298 WEEPHOLECOVER POLYPROP. 71298 12 1626 ADHESIVEOPEN CELL. FOAM PAD 13116" LAM 1&3/16"A 7PAD1626 13 4002 A FLANGEFRAMEJAMB 6063-T6 AL 612225 14 4134 GASKEfFOR MAIN FRAME SILL JOINT 1631 74134W/K 15 1155 #8X1.000 QUADPN. SMS ST.ST. 781POA 16 4110 0 SCREENADAPTOR 6063-T5 AL 641100 17 4054 B IFIXEDMEWINGRAIL 6063HD-T6 AL 64054A • 19 •4066 WS7P.,.187 X;230, FIN SEAL 64066G 4105 .1SAVITOP& BOTTOM RAIL 6063 -TS AL 612240 22 1 • V✓'STP ,1250 X.270 BACK, FIN SEAL 61683G Qi5-1 O HOUSING&GUIDE 42112HD • B4A&9tCllLERWHEBLS BRASS 7BRWH[.2 24 4128 • $ORMONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 94006 D EASIiMEETINGRAIL 6063HS-T6 AL 64006 i3► 1235 •igi.,170 X.270 BACK, FIN SEAL 67S160 A 1096 91V§P LATCH DIE-CAST 71096 8116 • X .625 PH. FL, SMS 7858 37 4126 1 ISAS14SIDERATL 6063-T5 AL 64126 3F 1683 .,.250 X.270 BACK, FIN SEAL 616830 3 '7070 • W*EATHERSTRIP .187 X .275 67070K • • LIF4YiAILCOVERCAP 74078"C- LORR .!L4 4i 4 •4139 10. FRUM HEAD 6063-T6 AL 64139 40 ILF. FRAME SILL 6063-T6 AL 64140 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 GLAZINGSIUCCNEDOW 899,995 OR DIVALENT 51 1224 MNYLGLAZINGBEADBULB 6TP247W 52 1225 VkM GLAZINGBEAD BULB 6TP248K 53 4039 B GLA23NGBEAD-5/16" 6063-T5 AL 64039B 54 4044 E3 GLAZING BEA D-5116"W/GRILL KIT 6063-T5 AL 644703 55 4222 1 A GLAZINGBEAD - 7116" 6063-T5 AL 64222 56 985 C 1GLAZING BEAD - 7/16" W/GRILL KIT 6063 -TS AL 6985 59 4067 GLAZINGBEAD -13/16" 6063-T5 AL 64067 60 GLASS 5116° LAME U8" A_090 PVEk 1/8" A 61 - 5116- I.AMI 118" A_090 PVB 1/8" HS 62 5116- LAMI 118" HS, .090 PVB, l/8" HS 63 - 7/16" LAME 3/16° A_090 PVB. 3/16- A 64 " 7/16° LAME 3/16" A,.090PVB,3/16" HS 65 7116° LAME 3116" HS, .090 PVB, 3/16" HS 10 TECHNOLOGY DRIVE NOKOMIS, 8.34275 P.O. BQX 1828 NOKOM IS, FL 34274 rrm DWCW REVI DESCRWnON I MAT'L PGI'# 66 GLASS 13116" IAMI IO.1/8"A 3/8"AIR SPAC F, 5/16" LAMI 1/8°A .090 PVB,1/8"A 67 13/16° LAMl lal/8"A 3/8" AIRSPACE, 5/16" LAMI 1/8"A .090PVA I/8"HS 68 " 13/16" I -AM IGI/8-A 318° AIRSPACE, 5116" LAME 1/9'HS,.090 PVA YSOBS 69 13/16" LAMI IG31160A IN.15/16" AIR SPA 5/16" LAME 1/8-A, .090 PVB, 1/8-A 70 13/16" LAMIIG3/16"A IN. 5/16" AIRSPA 5/16" LAMI 1/8°A,.090 1/8" 71 " 13116" LAMIIO.3/16"A (MIN.1 5116° AIR SPACE, 5/16" LAMI 1/8"HS,.090PVB,1/8"HS 72 - 13/16" IAMI IGI/8-A MIN. 1/4" AIR SPACF, 7/16" LAM!_0/16'A,.090 PVB, 3/16-A 73 13/16°LAW 10-1/8"A IN. 1/4' AIR SPACE, 7/16"LAMI 3/160A,.090PVB,3116"H 74 13116-IAMI10.1/8-A (MIN.1 1/4- AIR SPACE, 7/16"LAW 3116°HS,.090PVB,3/16"HS 75 - 13/16" LAMIIG•3/16"A 3116° AIRSPAC$ 7/16" IAMI /16°A .090E 3/16"A 76 " 13116" LAMI IG3/16"A IN.13/16" AIlt SPAC$ 7/16" LAMI 3(16"A, .090 PVA 3/16"HS 77 " 13116" LAM 1&3/16"A IN. 3/16- AIR SPA 7/16" LAMI 3/16"HS .090PVB, 3/16"HS 90 1014 SCREEN FRAME OR. & VER 3105-1414 AL 91 1630 SCREEN CARNERKEYW/RINCS POLYPROP. 92 1631 SCREEN CORNERKEYW/OUTRINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE-.135DIA. HARD EM PVC 96 SCREEN CLOTH 2.784 L4-om 1.9 43 I.F. FRAME JAMB #4141,6083 -TB 2.710 2.624[M=== � .082 41 I.F. FRAME HEAD #4139,6063-T8 j PRODUCTREWIM as•,"myft wfthdw man H-041°8 Cod° mnw� 3.182 .062 uct omro U 2.710 FRAME SILL #4140.8083-T6 mv7a I NTS 6 -11 1 4927-90 '01 LYNN * \ C 88705 No •• 8TAT OF �4J` 1ONAL A LYNN P8 P EB 88708 .062 1.73 1 73 Fes ---2.710-I FLANGE FRAME HEAD J #4102A,&)63 -T6 • •• 1.'(22 [--2.710 f O FLANGE FRAME SILL #4136,6063•T6 • i —I-II►—.062 •.•••• i *490 • 437T • i ••{�i.46*--1 i .481 • : • • O• • • gllg4 O HORIZ. ROLLER TRACK • • • • • • • 6, 8063 T6 04131, 6063-T8 Goes •••• • 00.00• • • • • 062 0006 1. X83 .349•►{ 21 SASH TOP 8 BOTTOM RAIL #4133,6083-T6 .060 1.O�T �j 1 6 GLAZING BEAD, 5/16" #40448,5063-T5 (USED W/ GRILL KIT) 24 79 .062� 1.87 1.081 32 SASH MTG. RAIL #4006D,8083HS-T6 --►{ 1.187 r-- U90 FRAME SILL ADAPTER #4137,6083-T6 1.18 fl82 I 1.403 17 FIXED MEETING RAIL #4064B,60631 -113-T8 2. 1. .291+x 37 SASH SIDE RAIL #4128, OD03-T5 O SASH STOP COVER #4063,8063-T6 1 —2.784-1 J 1 .082 13 FLANGE FRAME JAMB #4002A,8063 -T8 .678 b3 GLAZING B , 5/16" #40398,6083-T6 060` `.o5o .09 16—�+---� I T 1.116- Icy � ��1.007 O GLAZING BEAD 7/16" O GLAZI��59 READ, 7/16" GLAZING �� eEAD,5 3/16^ (USED W/ GRILL MT) 1070OKOMM.LL ORNE ��,T TRUSIONS NOKOMI3, FL 34278 ■ (�y.,.,■ m" P o,� ALUM. HORIZONTAL ROLLER WINDOW IMPACT NOKOMI8, FL 39274 Vtdb(y Bettar liixrlo HIM �7 - 11 ��4127-10 1 E PRODUCT ROVISSD as complying wilt, tlm PI"rid" BWMWSCts ` Deo pj� sees•• sees•• • • sees•• sees• sees• :sees: ••••e• • 0000•• ANCHOR QUANTITIES, XOX (114412414) WINDOWS GLASS TYP ,A, ,C,G,KI ANCHORTYPEj 2.3. WOOD1 2, C NC ICI,CC GLASS TYPES D,E,F,J,K,L 2,3, WOOD 1 2, CONC 1 1, CONC WINDOW SIZE HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SLL HEAD & SILL HEAD & SILL g V 63.125x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+(2+1 2 46.000 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60.8'16 1+C2+1+C2+,1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+ 2+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 BD.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 e488.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 i•• 625 �1+182+1+alw�l C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 ••• X54.000 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 5!.000 C2s1+C2+ 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 •s•••• • 66.0W 1+02+1+C2+ 3 1+C2+1+C2+1 3.1+C2+1+02+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 74.=x 35.376 2 1+C2+1+C2+1 Z 1 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 •• s1Y.0W 1+C2#2 -C2* 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+CZ+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 sees 60,11 1 V- 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C1+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 ••• 0¢4.000 1+C20*141 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 0000 '0w 1+ 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+CS+2+C3+1 3 83.000 1+ .V 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 j4.OW*Xe3S.376 1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 •• 49.01M)1+ 2+ 1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C3+3+CS+1 3 ••0• 80.828 1+01+2kC2+ 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C+3+C3+1 3 •s•• • 5&000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 •ss• 60.= 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+CZ+2+C2+1 3 1+04+3+04+1 3 83.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+CS+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 106.375x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+CS+4+C3+1 3 50.025 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C +3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 54.0W 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 311+C4+4+04+1 3 80.WO 1+q+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+CS+1 3 1 1+C4+4+C4+1 3 63.WD 1+C3+3+C3+1 3 1+C1+2+C2+1 3 1+C4+3+C4+1 3.1+04+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 111. 375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 48.000 1+C2+3+CZ+1 3 1+C2+2+C2+1 3 1+C S+3+C3+1 3 1+C S+3+C 3+1 3 1+C2+3+C2+1 3 1+C 3+4+C3+1 3 60.826 1+f +3+C2+1 3 1+C 2+2+C 2+1 3 1+C3+3+C3+1 3 1+C3+3+CS+1 3 1+C3+3+C3+1 3 1+C3+4+C 3+1 3 64.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+CS+1 3 1+C +S+C3+1 3 1+C3+3+C3+1 3 1+04+4+04+1 3 80.00 1+C3+3+C3+1 S 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 q 1+C3+3+C3+1 3 1+C4+4+C4+1 3 1+04+3+C4+1 aom OKOMIIS, FL o I I V� BETBl�6tED +$pFTNOTE, NOKotd18,R34378 ,rte—( -1,'' SELECT VALUES CUE TO ANCHOR CAP.40A P.O.BQXlan NOKOMIS• R 3W4 va" BMW NOTES: HOR TYPES: 1-11 ELCO TAPOONS 2.1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) �S TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 6" LAMI - (118° A,.090,11W A} FT, GLASS TYPES G - L SHALL HAVE A 6/18' LAMI - (118° RISA ,1f8' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND C. 6118° LAMI - (118° H&.080, 1/8' HS) ANCHOR QUANTITY REMAIN UNCHANGED. D. 7/18° LAMI - (3118° A,.090, 3116° A) E. 7/18' LAMI - (3/16° A,.090, 3116° HS) F. 7/18° LAMI - (3118° HS,.090, 3/16° HS) G. 13118" LAMI IG -118° OR 3118" A (MIN.), 5118° OR 318° SPACE, 6118° LAMI - (1/8° &.090, 11W A) H. 13/16° LAMI IG -118" OR 3118° A (MIN.), 5118° OR 318" SPACE, 6/18" LAMI - (1/8" A,.090,1/8" HS) I. 13118" LAMI IG -1/8' OR 3116' A (MIN.), 6118' OR 318° SPACE, 6118° LAMI - (lW HS,.090, lAr HS) J. 13118' LAMI iG -1/8° OR 3/18' A (MIN.), 3118° OR 114° SPACE, 7/18° LAMI - (311(rA, 090, 3118° A) K. 13/18" LAMI IG -118' OR 3/18"A (MIN.), 3118" OR 114' SPACE, 7118° LAMI - (3116' A,.090, 3118" HS) L 13118° LAMI IG -1/8" OR 3118' A (MIN.), 3/18' OR 114° SPACE, 7118" LAMI - (3118° HS,.090, 311(r HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 314" MAX. FROM CORNERS. JAMBS: 0' MAX. FROM CORNERS AND 22112' MAX. O.C. TABLE KEY: X O X H1+C3+4+C3+1 73 ---ANCHOR QUANTITY PER JAMB EAD AND SILL ANCHOR QUANTITY. A CLUSTER OF +(3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FD(ED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 25 3/4' max. 1 _ -+1 I--3° MIN. 9" REF. X O X — — — PRODUCT RISMED MTG. RAIL, TYP. as comply" with DuRdInCodo�0R0 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS No (SHOWN IN TABLE KEY ABOVE) ,� A 25 314' MAX. 11/2°TYP. h-3° MIN. tittitlt LYNN G" REF. X O X ` PR4,,•''�,1CFJVSF':'C.p ` * No. 58705 ' * S MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS — = � 2- ILS ��0� �COR19P.•' \�� /fill 1L1��t��,%\ A. LYPPI tdILLBR P.E ANCHORAGE SPACING, XOX 1/41/2-1/4 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT _ s n NTS 8 all 4127--10 E P.E.# um ANCHOR QUANTITIES XOX 1/3-1/3-1/3 WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE & SUBSTRATE 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G6) 2. GLASS TYPES: p 1W A) FOR FTI LASS _TION IN THE SHALL _ HAVE E 30 B. 5118° HAVE - (1/8° A,.090,1 C. 6118° LAMI - (1/8P HS,.090, IN HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 2,3, WOOD 2. CONC 1, CONIC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 81ZE W y m is m m m 'o HEAD & SILL HEHEADSSILL HEAD &SILL HEAD &SILL HEAD & SILL HEAD &SILL 48.000 x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 48.000 60.025 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 9+C2+1+C2+1 3 1+Cg+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 D. 7118° LAM] - (3116" A,.080, WISP A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7M 8°LAMI-(3/18°A„�0,3/18°HS) F. 7118° LAMI- (3118" HS,.090, 3/18° HS) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 54.000 G. 13/18° LAMI IG -118° OR 3/18° A (MIN.), fif18° OR 3V SPACE, 6118" LAMI - (10 &.090, IV A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16" LAMI IG -1/8' OR 3118" A (MIN.), 6116' OR S/8° SPACE, 6116" LAM[ - (1/8° A„090, IN HS) 63.000 I. 13/18° [AM] IG -11W OR 3/16" A (MIN.), 6118" OR 318" SPACE, 6116' LAMI -(1N HS,.080, IN HS) J.1311W LAMI IG -1/8° OR 3118° A (MIN.), 3118" OR 114" SPACE, 7118' LAMI -(3116- &.080, 3118° A) K. 13118" LAMI IG -1/8" OR 3/10-A (MIN.), 3118' OR 114' SPACE, 7118' LAMI - (3/18' A,.090, 3118' HS) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 83.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 48.00 L. 13/16° LAMI IG -1/8" OR 3118" A (MIN.), 3116° OR 1/4' SPACE, 7118" LAMI - (3118" HS„090, 3118” HS) 50.626 • • 14.000 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CS+1+C3+1 3 •• 60&0 • • • g3.OW HEAD & SILL: 10112° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4' MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY. X O X 7+ +1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 80.OWx 381375 • • • • • • • 45x000 • 50,828 1+C2401+02+1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+CQ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+ 1 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 '3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 q 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1++1+C3+1 3 1+(�+1+(x+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 54.000 • 000 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB • • • • 83.000 1+(2 PI#t?24h 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+CS+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 88OIx481.375 10l • .�}} •• •4WD 1+C2f4•(1¢•1 2 1+C2+1+C2+1 2 1+(x+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+ y1 T*1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+(2+1+C2+1 3 1+C2+1+(�+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+(�+1 3 1+C3+1+03+1 3 • 60.626 PLUS (1) ANCHORS AT FDO=D SECTION. 54 -WO (9) ANCHORS TOTAL AT HEAD AND SILL. 1+C2+1.02+9 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+07+1 3 1+C3+1+C3+1 3 • • %WO1+ • • ••• 63.000 (3° MIN. O.C. ANCHOR SPACING) I�28 3/4' MAX. �IJ I- �F.-3' MIN. 1 1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C3+1+C3+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 1+08+1+62.1 3 1+C2+1+C2+1 3 1+C3+1+(3+1 3 1+CS+1+C3+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 7401110K68.375 ••• •40-om 1+C20+C2+ 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 60.825 84.0 60.000 63.OW 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CS+1+C3+1 3 Ir REF. X O X MTG. RAIL, TYP. pyo hp fR� plorma weCoft EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ncwpu>�oNp � 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+CS+1+C3+1 3 1+C2+1+C2+1 3 1+CS+1+C3+1 3 84.WOx 38.375 48.000 1+C2+1+(�+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+C2t1+02+1 3 1+02+1+(2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CS+1+C3+1 3 60.625 (SHOWN IN TABLE KEY ABOVE) 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 SCOW Miarol e � 1+C2+1+C2+1 3 1+C2+1+C1+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+(2+1 3 1+C3+1+03+1 3 80.WO 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+CS+1+03+1 3 1+C3+1+03+1 3 26 3/4" MAX. 83.000 ur I� MIN. 11uttlt, `"ONY LYNN Ir REF. X O X �� �� ''t�1GEN3F'<<Fp * ' No. 68705 * S 1+C3+1+CS+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+CS+1 4 1+C3+1+C3+1 3 1+C4+1+04+1 4 86.437 88.437x38.375 48,600 60.625 54 -WO 1+C2+1+02+1 2 1+C2+1+02+1 2 1+C2+1+(+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 2 1+C2+1+C2+1 2"', 1+02+1+02+1 3 1+C2*1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3' 1+02+1+C2+1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 1+C3+1+03+1 3 1+02+1+C2+1 3 1+p+1+C3+1 3 60.000 63.OW MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS �� �v�: '" ' o,�., STA F ANCHORAGE SPACING, XOX 9/3-1/3-113 %� FCORIOP.•' ��� '°" ��'%r`c/ONALE� SUM.HOR/ZONTALROLLERWINDOW,IMPACT ��(111 a a ed•c ° ° w°P 0. LYNN f P.E. fame MS 9 � 19 4927-90 E REJWM 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+C3+1+G#1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 1+C3+1+03+1 3 1+C2+1+02+1 3 1+03+1+03+1 3 1+03+1+C3+1 4 1+03+1+C3+1 3 9+C4+1+04+1 4 J.J. 10/17/11 E NOCHNfSETIABSHEEr D ADDED IS CAP TOBETSWTRED+30FTNOTE O UM4TErABLES,SELECrVALUESDUE TOANOHORG4AAM WwPad pots AA g 1070TECHNOLOGY DRIVE NOKOM,FL3427s P.O.BQx1628 NOKOMM. FL 3(174 �— JJ7 820!11 FX 4H5/07 Osm mtc qk 70WO 1Jjt1 & Bette' • • • 0000• 0000•• 0000•• • GLASS TYP A ,G ANCHOR TYPE 2.3. WOOD 2, Cowc FI & SUBSTRATE ZONES ZONES I ZOI 3 1+C2+1 3 1+C2+1 SIZE �N j 3 1+132+1 -W--vvWINDOI d' o�p 48.000 1+C2+1 3 1+132+1 3 1 1@2+4 60.625 1+C2+1 3 1+C2+1 3 1+C2+1 64.000 1+C2+1 3 1+132+1 3 1+C2+1 80.000 1+C2+1 3 1+C2+1 3 1+C3+1 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 •••• 50.825 1+C2+1 3 1+C2+1 3 1+C3+1 •• • 54.000 1-t 1 3 1+C2+1 3 1+C3+1 i 60.000 1+C3+'r 3 1+C2+1 3 1 1+C3+1 •••• • • a3_om 1+c_3+t a I Ur.94- I a 9+Mi.4 • • • • 48.000 ••• i 50.626 0900 64.000 • • • • • 060 .000 63.000 4iC2010 ii 6 3i�•Ti1 S+J ih + 3 I+C2+11 3 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 3 +1 3 1 1+133+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 0.040•x 38.376 3 1+C2+1 2 2+C2+2 •• 17 +C + 3 1+132+1 3 2+C3+2 •• •••48.00D 50.626 1••L3+14 3 1+C2+1 3 2+C3+2 0000 • 054.000 1+C3+1 4 1+C2+1 3 2+C3+2 •••• 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 63.000 1+133+9 4 1+C3+1 3 2+C4+2 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 60.625 2+C3+2 4 1+C2+1 3 2+C3+2 64.000 2+C3+2 4 1+C2+1 3 2+03+2 80.000 2+C3+2 4 1 1+C3+1 3 2+C4+2 61 QM 1+C3+1 4 1+C3+1 3 2+C4t2 48.000 2+C3+2 4 2+C2+2 3 2+ 50.825 2+133+2 4 2+132+2 *32+C4+2 2 4 54.000 2+q+2 4 2+133+2 2 4 60.000 2+133+2 4 1+133+1 a63.000 2+133+2 4 1+133+1 2 4 TABLE 6 NOTES: GLASS TYPES C,D,E,F,I,J,K, L OR TYPES: 2,3, WOOD 2, CONC 1, CONC 1 •1! ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) ZONES ZONES ZONES 2. STYPES: a� A8° LAMS - (1./8" A,.090,1/8" A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 g y N 6118° LAMI - (11W A,.090,1/8° HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/18° LAMI - (1I8" HS,.090, IV HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 1+C2+1 2 1+C2+1 2 1+C2+12 D. 7/16° LAM[ - (3/1(°A,.090, 3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16° LAMI - (3/16° A,.090, 3/18° HS) 1+C2+1 3 1+C2+1 3 1+C2+1 3 F. 7118° LAMI - (3/1(° HS,.090, 3118" HS) 1+C2+1 3 1+C2+1 3 1+C2+1 3 G. 13!18° LAW IG -1/8" OR 3118° A (MIN.), 5/18° OR 3/8° SPACE, 6118° LAMI - (1/8" A,.090, IlW A) H. 1311W LAMI IG -1/8" OR 3/16° A (MIN. 6116" OR 318" SPACE, 6118° LAMI - (1IW A,.090,1/8° HS) 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/18° LAMI IG -1/8" OR 3118° A (MIN.), 6118° OR 318° SPACE, emir LAM] - (118° HS„090,1/8° HS) 1+C2+1 3 1+C2+1 3 1+C3+1 3 J. 13118° LAMI IG -1/8° OR 3116° A (MIN.), 3/16° OR 114° SPACE, 7118° LAMI - (3118° A,.090, 3118° A) 1+132+1 3 1+132+1 3 1+133+1 3 K. 13/18° LAMI IG -1/8" OR 3116° A (MIN.), 3118° OR 1/4" SPACE, 7/16° LAMI - (3116" A.090, 311(° HS) L 13116° LAMI IG -1/S° OR 3/16'A (MIN.), 3118" OR 1/4" SPACE, 7/18° LAMI - (311 8" HS,.090, 3116• HS) 1+C2+1 2 1+C2+1 2 1+C2+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+132+1 3 1+132+1 3 1+133+1 3 HEAD 8 SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+C2+1 3 1+C2+1 3 1+C3+1 3 18 314° MAX. FROM CORNERS. 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9" MAX FROM CORNERS AND 221/2" MAX. O.C. 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: 0 x +C2+1 2 1+C2+1 2 1+C2+1 2 2+133+2 3 ANCHOR QUANTITY PER JAMB 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+133+1 3 H ANCHOR�8ILL(3)ANCHQUANTITIES ORS 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CLUSTER OF THE CENTERED ON THE MEETING RAIL 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS (2) ANCHORS AT OPERABLE 9+133+1 4 1+133+1 3 1+C4+1 3 VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+132+1 3 1+C2+1 3 2+133+2 3 (3" NUN. O.C. ANCHOR SPACING) 1+C3+1 3 1+C2+1 3 2+C3+2 3 {.►18314°MAX 1+C3+1 4 1+C2+1 3 2+C3+2 3 j I I -H 1--3" MIN. 1+C3+1 4 1+C3+1 3 2+C4+2 4 9" REF. 1+C3+1 4 1+C3+1 3 2+C4+2 4 X O 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+132+2 4 1+132+1 3 2+133+2 3G RAIL PR0� as EV 9 dh*Pbdtle 2+C3+2 4 1+C2+1 3 2+03+2 3 EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS °i�tlA No 2+03+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 2+133+2 4 1+C3+1 3 2+C4+2 4 2+03+2 4 1+C3+1 3 2+C4+2 4 18 314" MAX +C2+2 3 2+C2+2 2 2+C2+21 3 1' (f3"MIN. tttltt 2+C3+2 4 2+C2+2 3 2+C3+2 4`��� N� LYNN 9° REF. x p � ��O '' 2+133+2 4 2+132+2 3 2+C3+2 a 2+C3+2 4 2+C3+2 3 2+C4+2 4 i = No. 68705 2+133+2 5 2+C3+2 3 2+C4+2 4 MTG. RAIL _ _ 2+C4+2 5 2+C3+2 a 2+C4+2 6 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS x uno 71=cNNOI otry olrtve ANCHORAGE SPACING. OX AND XO WINDOWS -%O'er ''•. cCORIDP� •' \�� JR 8/201t1 O ADDEDI0CAP7f7BETE47AF(tED syp}7At07g NOKOMI%FL34278 T-,,�tSs;O �iG�,• W 4118m7 Macaw caTAKE#704&8aWTVALUEsDWT0MCW W P.O.egxIm -ALUM. HORIZONTAL ROLLER WINDOW, ft IMPACT mawx amee pmK NUOMI9. FL 34274 Wsib6. Smw se4s�am I & LYMJ �I t P.E FJG aJ2A/CB 11 9 ami r 1 NTS 10 d 11 4127-10 E Pe•ssma , 2 4 54.000 2+q+2 4 2+133+2 2 4 60.000 2+133+2 4 1+133+1 a63.000 2+133+2 4 1+133+1 2 4 TABLE 6 NOTES: GLASS TYPES C,D,E,F,I,J,K, L OR TYPES: 2,3, WOOD 2, CONC 1, CONC 1 •1! ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) ZONES ZONES ZONES 2. STYPES: a� A8° LAMS - (1./8" A,.090,1/8" A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 g y N 6118° LAMI - (11W A,.090,1/8° HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/18° LAMI - (1I8" HS,.090, IV HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 1+C2+1 2 1+C2+1 2 1+C2+12 D. 7/16° LAM[ - (3/1(°A,.090, 3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16° LAMI - (3/16° A,.090, 3/18° HS) 1+C2+1 3 1+C2+1 3 1+C2+1 3 F. 7118° LAMI - (3/1(° HS,.090, 3118" HS) 1+C2+1 3 1+C2+1 3 1+C2+1 3 G. 13!18° LAW IG -1/8" OR 3118° A (MIN.), 5/18° OR 3/8° SPACE, 6118° LAMI - (1/8" A,.090, IlW A) H. 1311W LAMI IG -1/8" OR 3/16° A (MIN. 6116" OR 318" SPACE, 6118° LAMI - (1IW A,.090,1/8° HS) 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/18° LAMI IG -1/8" OR 3118° A (MIN.), 6118° OR 318° SPACE, emir LAM] - (118° HS„090,1/8° HS) 1+C2+1 3 1+C2+1 3 1+C3+1 3 J. 13118° LAMI IG -1/8° OR 3116° A (MIN.), 3/16° OR 114° SPACE, 7118° LAMI - (3118° A,.090, 3118° A) 1+132+1 3 1+132+1 3 1+133+1 3 K. 13/18° LAMI IG -1/8" OR 3116° A (MIN.), 3118° OR 1/4" SPACE, 7/16° LAMI - (3116" A.090, 311(° HS) L 13116° LAMI IG -1/S° OR 3/16'A (MIN.), 3118" OR 1/4" SPACE, 7/18° LAMI - (311 8" HS,.090, 3116• HS) 1+C2+1 2 1+C2+1 2 1+C2+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+132+1 3 1+132+1 3 1+133+1 3 HEAD 8 SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1+C2+1 3 1+C2+1 3 1+C3+1 3 18 314° MAX. FROM CORNERS. 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9" MAX FROM CORNERS AND 221/2" MAX. O.C. 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: 0 x +C2+1 2 1+C2+1 2 1+C2+1 2 2+133+2 3 ANCHOR QUANTITY PER JAMB 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+133+1 3 H ANCHOR�8ILL(3)ANCHQUANTITIES ORS 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CLUSTER OF THE CENTERED ON THE MEETING RAIL 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS (2) ANCHORS AT OPERABLE 9+133+1 4 1+133+1 3 1+C4+1 3 VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+132+1 3 1+C2+1 3 2+133+2 3 (3" NUN. O.C. ANCHOR SPACING) 1+C3+1 3 1+C2+1 3 2+C3+2 3 {.►18314°MAX 1+C3+1 4 1+C2+1 3 2+C3+2 3 j I I -H 1--3" MIN. 1+C3+1 4 1+C3+1 3 2+C4+2 4 9" REF. 1+C3+1 4 1+C3+1 3 2+C4+2 4 X O 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+132+2 4 1+132+1 3 2+133+2 3G RAIL PR0� as EV 9 dh*Pbdtle 2+C3+2 4 1+C2+1 3 2+03+2 3 EXAMPLE CLUSTER W1 QTY. OF (3) ANCHORS °i�tlA No 2+03+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 2+133+2 4 1+C3+1 3 2+C4+2 4 2+03+2 4 1+C3+1 3 2+C4+2 4 18 314" MAX +C2+2 3 2+C2+2 2 2+C2+21 3 1' (f3"MIN. tttltt 2+C3+2 4 2+C2+2 3 2+C3+2 4`��� N� LYNN 9° REF. x p � ��O '' 2+133+2 4 2+132+2 3 2+C3+2 a 2+C3+2 4 2+C3+2 3 2+C4+2 4 i = No. 68705 2+133+2 5 2+C3+2 3 2+C4+2 4 MTG. RAIL _ _ 2+C4+2 5 2+C3+2 a 2+C4+2 6 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS x uno 71=cNNOI otry olrtve ANCHORAGE SPACING. OX AND XO WINDOWS -%O'er ''•. cCORIDP� •' \�� JR 8/201t1 O ADDEDI0CAP7f7BETE47AF(tED syp}7At07g NOKOMI%FL34278 T-,,�tSs;O �iG�,• W 4118m7 Macaw caTAKE#704&8aWTVALUEsDWT0MCW W P.O.egxIm -ALUM. HORIZONTAL ROLLER WINDOW, ft IMPACT mawx amee pmK NUOMI9. FL 34274 Wsib6. Smw se4s�am I & LYMJ �I t P.E FJG aJ2A/CB 11 9 ami r 1 NTS 10 d 11 4127-10 E Pe•ssma , JR 8/201t1 O ADDEDI0CAP7f7BETE47AF(tED syp}7At07g NOKOMI%FL34278 T-,,�tSs;O �iG�,• W 4118m7 Macaw caTAKE#704&8aWTVALUEsDWT0MCW W P.O.egxIm -ALUM. HORIZONTAL ROLLER WINDOW, ft IMPACT mawx amee pmK NUOMI9. FL 34274 Wsib6. Smw se4s�am I & LYMJ �I t P.E FJG aJ2A/CB 11 9 ami r 1 NTS 10 d 11 4127-10 E Pe•ssma , ••090• • • • sees•• sees• sees• sse••e •sees• • • • 0000•• 1 3/4" MIN. E.D. TYP. 2x WOOD BUCK, MIN. 3.4 KSI NOTE 3 CONC , ,� 13/8° r q MIN. 1x W D CK, TE 3 1/4"MAX MAX. SHIM SHIM CO RETE WOOD AN OR, ANCHOR N 1 DETAIL A NOTE 2 DETAIL B 1/4° i • • SIMI '' • • • • ii••II MW • sees•• •WOOD AiINipNCYt, • s eNOTE 2 sees • • 2x WOOD BUCK, NOTE 3 0 069tAlt E • •• 00.090 •e • TDPIC& FLA OggETE • • e • •4NCT�OR NOTE 1 B II I 1 314" MI J —r E.D. TYI DETAIL C 1/4" MAX. SH �-I 1/4" MIN. I (1. KSI CMU) NR • PER1 '(3.4 N( I NOTE 1 a � 13/4" •, ° MIN. E.D TYP. lx WOOD B CK, NOTE 3 1/4° MAX. SHIM 1 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1348° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1314° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". lx WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/P" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T8 AND A MINIMUM OF 11W THICK. THE ALUMINUM STRUCTURAL MEMBER SHALT- BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. EXTERIOR INTERIOR SILL DETAILS A, B. C. D. 6 & H) 4 SEE NAILINI INTERIOR DETAILS E, F & 1) EXTERIOR 10 1/4° UttuU I MA' SHI-M TYPICAL INTEGRAL FIN FRAME SECTIONS 'No. = v i C i+ b ` O • STA E F� 'i_% � '' �(ORiDP.•' G\?�` a LYNN LER P E SEE �4 I JUN. NAILING ' ast amsy Rn" aetaamaec eak I—, h mn Heti 11 m 11 4127-10 E DETAIL D ECTIONS 1070TECHNOLOGY DRM PA munow.NOKOMI%FL34R78 P.O. BQx im NOKOW& FL 34374 Vbd DETAIL H (HEAD) NAILING .131 DIA MIN. x 2112" NAIL AT CORNERS AND W O.C. TYPICAL DETAILS G. H & I. e I+lodde f� 114 SEE NAILING DETAIL G (SILL)DETAIL 1(JAMB) UttuU ���ONx LYNN 5s7o5 '•* TYPICAL INTEGRAL FIN FRAME SECTIONS 'No. = v i C i+ b ` O • STA E F� 'i_% � '' �(ORiDP.•' G\?�` a LYNN LER P E �— ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ' ast amsy Rn" aetaamaec eak I—, h mn Heti 11 m 11 4127-10 E