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WS-17-1855Oca&c„und\ 6,(k_ ShCC-E 4,0 ---numioo( 00avlic {tech\ik- kuge, S F P( An -at CoVi\ \r)e4 ()\_\(1C) c3kA- krCr (\XKi\ anW ceeS- s h bUct, -tom rulcAgr- PU Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit NO. VVS-7-17-1855 Permit Type: Windows/Shutters rk Classification: Window/Door Replacem Pennit'Status- APPROVED Expiration: 01/16/2018 Applicant 41 NE 106 Street Miami Shores, FL 33138-2034 1121360060280 Block: Lot: MICHELLE LOPEZ Owner Information Address Phone Cell MICHELLE LOPEZ 41 NE 106 Street MIAMI SHORES FL 33138- (352)870-9947 Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: $ 24,161.25 0 Type of Work: REPLACING 14 IMPACT WINDOWS 1 IMPAC No of Openings: 16 Additional Info: REPLACING 14 IMPACT WINDOWS 1 IMPAC Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $15.00 $3.90 $3.90 $5.00 $260.00 $9.00 $20.00 $316.80 Pay Date Pay Type Invoice # WS-7-17-64631 07/20/2017 Credit Card 07/20/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 266.80 $ 266.80 $ 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 ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 aid zoning. Futhe,e, I authorize the above -named contractor to do the work stated. July 20, 2017 Authori gnature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 20, 2017 1 Miami Shores Village RECEIVED Building Department ilk 20 2017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 C(cf-1 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 s fi FBC 201U BUILDING master Permit No. (/JS fl -IgsS - PERMIT APPLICATION Sub Permit No. KBUILDING ❑ ELECTRIC n ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP i (� ,�r� CONTRACTOR DRAWINGS JOB ADDRESS: \ ^-�? \ 1 City: Miami Shores County: Miami Dade Zip: '`,'e%t Folio/Parcel#: 6 I - 2I 3(0 • ObC. - D 220 Is the Building Historically Designated: Yes NO ' \ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1 CC_1\-e_._ Z Phone#: 5 a• 81D • (4.9-- Address: 4/ PJ £ /06 City: Hi AM i SA D R ES State: Zip: 3 3 / 3 S' Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: /4779EOL1C44) 5IDRM 120 6d/ %%Phone#: /08al ntW /Li ST ATE /08 Address: City: /\•4 / /4 M % State: /"' � Zip: -- "33I 7 2 Qualifier Name: �E9��1Q 'V) �e d i rti e, z ' Phone#: 3/5/ 3 - 0S7 9 State Certification or Registration #: CGC_ /5(3 a *-7 7" Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ,, City: State: Zip: Value of Work for this Permit: $ 7-IIT, / (o/ . a� Square/Linear Footage of Work: Type of Work: ❑ Addition Egis. Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: "-Rekj \.O. C.M CC7 ( 4) /14 pdad i.&) ty d - 0.<3c )) %H dee£Q—) Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this J? day of .. wyL.Q, ,20/7 ,by M104E11G LID , who is personally known to me or who has produced FL N._ as me or who has produced identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: eAfAiL Lvt�.ti— telvt g L, / a 4 F J7 APPROVED BY MICHAEI MARRERO Commission • GG 58774 My Commission Expires g.11' 1140(,.2E,_�,o.�Q. 7/9-6/ 1 Signat CONTRACTOR The foregoing instrument was acknowledged before me this / day of —l�� f� , 20 / 7 , by ��f/1Q �p1NUTiNI £ f /Pabo is personal) to Sign: Print: Seal: �• . MICHAEL MARRERO Commission 0 GG 58774 My Commission Expires Docemieet 28, 2020 as **#***************#*# L.. -. _. **#**#****#######***** Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County • Summary Report Property Information Folio: 11-2136-006-0280 Property Address: 41 NE 106 ST Miami Shores, FL 33138-2034 Owner MICHELLE LOPEZ Mailing Address 41 NE 106 ST MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,604 Sq.Ft Living Area 1,208 Sq.Ft Adjusted Area 1,424 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1942 Assessment Information Year 2017 2016 2015 Land Value $230,638 $198,007 $163,894 Building Value $99,110 $99,110 $99,110 XF Value $0 $0 $0 Market Value $329,748 $297,117 $263,004 Assessed Value $329,748 $244,977 $222,707 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $52,140 $40,297 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 2 PB 41-78 LOT 12 BLK 207 LOT SIZE 75.000 X 123 COC 22385-4583 05 2004 1 Page 1 of 1 Generated On : 6/22/2017 Taxable Value Information 2017 2016J 2015 County Exemption Value $0 $0 $0 Taxable Value $329,748 $244,977 $222,707 School Board Exemption Value 1 $0 $0 $0 Taxable Value $329,748 $297,117 $263,004 City Exemption Value $0 $0 $0 Taxable Value $329,748 $244,977 $222,707 Regional Exemption Value $0 $0 $0 Taxable Value $329,748 $244,977 $222,707 Sales Information Previous Sale Price OR Book Page Qualification Description 02/09/2016 $370,000 29964-0083 Trustees in bankruptcy, executors or guardians 02/05/2016 $100 29964-0085 Corrective, tax or QCD; min consideration 05/01/2004 $290,000 22385-4583 Sales which are qualified 03/01/1972 $29,500 00000- 00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/22/2017 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). A orledge ent: alifier i wner ignature -1- i -i- i `1 c30"L<<' J , Date Print Name BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑PLUMBING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FEB 0018 BY: FBC 20) 6 S Master Permit No. 03 j 1 — (8S5 Sub Permit No. ❑ ROOFING ❑ REVISION ligt EXTENSION ❑ RENEWAL ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '4t `vC0 S� City: Miami Shores County: Folio/Parcel#: Occupancy Type: Load: Construction Type: Miami Dade - Zip: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): (M‘ C T"C \ Le 1 .D1F1C2 4\ t'E, \o( Address: City: M-x G BFE: FFE: Phone#: 35a ' S1 D • 1 1 ~ 9- State: El✓ Zip: 33 1 Tenant/Lessee Name: Phone#: Email: C.NC-. % CONTRACTOR: Company Name: A5P �\C1(2 .0 A 12)3 S Address: 03(D\ N J \A et \o- City: C"C1 k a'C' 1 % State: Zip: 3?\ 71 EQ Qualifier Name: JOnCrtna ra-11-F\9vz. Phone#: State Certification or Registration #: CC (. 1C 16 13ai"4 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition I-1 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: r)( 4--'eaS O v\ `)c ?� t m;a-- Phone#: 32• 3(3 • OSk Specify color of color thru tile: Submittal Fee $ —1S .°; d Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 164 day of �C,7tt,ta;al ,20 MI , by J`1lrhelie I?e,z , who is personally known to me or who has produced FL 1b L as identification and who did take an oath. NOTARY PUBLIC: Sign: C-ULt� •T`J , Print: CEP.is D < • Seal: .i :, CHRIS POURIDAS, JR. e,, r••. • ? MY COMMISSION # GG 065385 4 EXPIRES: January 24, 2021 ;'• Bonded Thru Notary Public Underwriters 1 Signature CONTRACTOR The foregoing instrument was acknowledged before me this ( - day of —y'1 , 20 / 3 , by -TB'Y1.44Plait) Rod//Q/Up2who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: S---Pl Print: CE421 S hD v R ldAc �R Seal: 00•"' CHRIS POURIDAS, JR. ;,t MY COMMISSION # GG 065385 ,cT EXPIRES: January 24, 2021 %..o„t;Ve' Bonded Thru Notary Public Underwriters APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Karina Valera From: Karina Valera Sent: aricfa}�, January 26; 20781216:PM•: 3 To: r^'bo@msvfl.gov_ Cc: Kevin Pouridas; permits@aspwindows.com Subject:. FW; mid -Rite kogez EExt reo test Good afternoon Ismael, Follow up email to confirm you have received email sent. Please reference below. i Sent: Wedriesday,-January'24; 2018_5_05PM .3 i' To: bo@rnsvfl.gov_2 -` — Cc: Kevin Pouridas <Kevin@miapermits.com>; Express Permits <permits@aspwinabws.com> Subject:. Michhelle/open{Exi -re.quest Good. afternoon Ismael, This email is to request an extension for permit WS17-1855. The permit is at 41 NE 106 ST Miami Shores, FL 33138 Unfortunately we've had various delays which has affected the permit process. We've had scheduling issues to collect contractor, andowner signature. As wen, as finalizing structurar drawing, required for submittal: Please accept o-ns ernai4;aas our request iiara'Ili nery, oar excensi iY"S-o r.me-pen-rift ieerenced a'GYl : yote rave"a'iir questions: feel, f ree to..con0gt,rie RX.: PIPI?er f isted below. Name: Michelle Lopez Job address: 41 NE 106 ST1VIiami Shores, Fl. 33138 Regards, Karina Valera Director of ��tRn ion karinafamiapermits.com Express Permit Solutions 10801 NW 14 Street, Unit 105 Miami, FL 33172 0: (305) 815-8997 www.miapermits.com info(&miapermits.com 1 sounroNs BBBs GEE WS l-t5 PGT SH700 Series Single Hung 16-0714.06 26x38 WHITE INNERLAYER PGT FD101 Series Hinge Right 16-0629.17 PGT SH700 Series 35 x 80-3/4 Single Hung 16-0714 06 26-1/2 x 26 'Windows and (Doors PGT SH700 Series Single Hung 16-0714.06 36-3/4 x 38-3/8 R lu,t 1M,e, Sense PGT 770 Series Sliding Glass Doors 16-0629.06 78-3/ x 94-3/4 + BATH r Garage BEDROOM 1 1 X Michelle Lopez 41 NE 106 Street Miami Shores, FL 33138 PGT 770 Series Sliding Glass Doors 16-0629.06 78-3/4 94-3/4 + Front Entry r� 0 PGT CA-740 Series Casement Hinge Left 16-0629.21 36-3/4 x 50-5/8 pl m m co ,BEDROOM Amarr uarage uoor H1000 15-0505.11 9'x7' PGT CA-740 Series Casement Hinge Left 16-0629.21 37x391/4 SIW Picture Window Fan -Fixed Architectural 14-1212.01 39 1/4 x 8 1/4 Left/Right of CM w/1x3 mullbars 14-0731.06 SIW Picture Window Fan -Fixed Architectural 14-1212.01 37x71/4 Top/Bottom of CM w/1x3 mullbars 14-0731.06 PGT HR710 Series Horizontal Roller Masonite Opaque 16-0714.13 2-panel 74x 50-5/8 FL4334.1 7-1Q4 jamb' . . . • ge : . 30 80 • • RHOS • BATH BEDRC1dM- m 6) m co • PGT CA-740 Series Casement Hinge Left • 16-0629.21 � 8-3/4 x 50-5 . 1 • • • •• • • • •• • •.• • • ••• • • • •• . • . • • • • • • • • • • • • •• • • • • •• • • • .. • • • • • .. • • • • • • • • • • • • • • . . • • • • • •. • • • •.• • . • • • • • • • • • • • • • • • • • • • . • • • • • PGT CA-740 Series Casement Hinge Right 16-0629.21 36-3/4 x 50-5/8 O7 PGT SH700 Series Single Hung 16-0714.06 18-1/2 x 38-3/8 WHITE INNERLAYER PGT CA-740 Series Casement Hinge Left 5 16-0629.21 36-3/4 x 50-5/8 PGT CA-740 Series Casement Hinge Right 16-0629.21 RECEIVED JUL 202017 P E1t. Miami Shcres Village APPRO'ED BY DATE ZONING DEP [ _ //�� _ ZCJ 12 BLDG DEPT Ck SUBJECT CO CCMPLIfNCE W1TH ALL. EDE STATE AND CCUN-iY RULES AND REGULATIONS WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT. r1YY1E121C4A>`1 S'�D�(Y► TECTOJADDRESS: -t NE IOC? STI2EE PROJECT: rnlCAEiU.E L Z l(Y1\WI 54 g-SS, FL 313g City State ZIP EXPOSURE " C " WIND VELOCITY = 175 MPH ROOF SLOPE > 10° Roof Ele (ft) 15 17 20 22 25 v. Tributary Area (Sq. Ft) 10 40.1 43.5 41.0 44.5 42.5 46.1 43.4 47.1 44.8 48.6 15 39 42.4, 40 0 '43.4. 4131 44.9 42.3 45.9. 43.6 47.4 20 38.3 417 39.2 42.7 40.6 44.2 41.5 45.1 42.8 46.6 25 37.7 41.1 38.6 42.1 '39.9 43:5 40.8 44.5'. 422 46.0 30 37.2 40.6 38.1 416 39.4 43.0 40.3 44.0 41.6 45.4 35 36.8' 40.2- 37.7 '41.2 39..0 42.6` 39.9 43.6 '41.2 45.0 40 36.5 39.9 37.4 40.8 38.6 42.2 39.5 43.2 40.8 44.6 45" 36.2 39.6' 37.0 40.5 38.3 41.9, 39.2 42.8 40.4 44.2 50 35.9 39.3 36.8 40.2 38.0 41.6 38.9 42.5 40.1 43.9 28 45.8 49.6 44.6 48A 43.7 47.6 43.0. 46.9 42.5 46.4 42:0' 45.9 416 45.5 41.3 -45.2 41.0 449 30 35 46.2 50.2 47.7 45.0 48.9 46.4; 44.2 48.1 45.5 43.5 47.4 44:8 42.9 46.9 44,3 42.5 46.4 43.8 42.1 46.0 43.4 41.7 45.6 43.0 414 45.3 42.7 517 4- 49.5 48.9 48.3 47.8' 47.4 47.0 46.7 40 45 50 55 60 + + 49.1 53.2 50.5 54.8 51.4 55.8 52.8 57.3 53.8 58.3 47.8? .5L9 .49.2 53.4: '50.1:. 54.4 515. 55.9; 52.4 56.9 46.9 510 48.2 52.5 49.1 53.5 50.5 54.9 51.4 55.9 46.1 50.3, 47.5: `51$. 414 52.7. 49.7 54,2 50.6 55.1 45.6 49.7 46.9 51.2 47.8 52.1 49.1 53.6 49.9 54.5 GENERAL NOTES ' 45.1 49.2 46.4 50.6 47.2 51.6 48.5 53.0 49.4 54:0' 1. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 44.7 48.8 45.9 50.2 46.8 512 48.1 52.6 48.9 53.5 2. ROOF ELEVATION "H", IS DETERMINED BY USING FIGURE 1 AS REFERENCE. 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. 44.3 48.4' 445.5� 49.8 46.4 50.8 47.7 52.2 48.5 511. 4. POSFIIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN ROOF HEAIGHT AND APPLY TO ALL FLOORS. 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR SHOWN BUILDING HEIGHT IN END ZONE. 43.9 48.1 45.2 49.5 46.0 50.4 47.3 51.8 48.2 52.7 Zone 5. Pressures(PSF) Roof Slope >10 Roof Elev. (ft) Tributary Area (Sq. Ft) 10 20 25 30 35 40 45: 50 15 + 40.1 39 38.3 53.7 51.6 50.1 37.7 37.2 36.8 48.9 48.0 47.2 36.5 36.2 46.5 45,8 35.9 45.3 ' 17 L.. 20 + 41.0 55.0 42.5 56.9 40.0 52.8 413 54.6 39.2 513 40.6 53.0 38.6 38.1 37.7 50.1 49.1 48.3. 399 39.4 18 50.8 37.4 37.0 47.6 46,9 38.6 '38:; 49.2 48.6 36.8 46.4 38.0 48.0 22 + 43.4 58.1 42.3 55.8 41.5 54.2 40.8 40.3 39.9 53.0 51.9 511 39.5 39.2 50.3 49.6 38.9 49.0 25 28 30 35 44.8 60.0 45.8 61.3 46.2 61.9 47.7 43.6 57:7 44.6 58.9, 45.0'! .59.5 4644 42.8 56.0 43.7 57.2 44.2 57.7 45.5 63.8 1',3`i 59.5 '42.2, 4 6 41 54.7 53.6 52. 43.0 42.5 424 55:8 54.7 53.8 4314i.9. 42.5. 40.8 .404 51.9 51.3 41.i•iL3 40.1 50.6 41.0 SLZ 414 52.Z 44:1 44.3 43.8 43.4 43.0 42.7 sat • S3.5 56.1 55.2.543 53.e • 56.4' 55.3.544 3.0.°a52.3 42.E 417 43.6 • 40 45 48.1 65.7 50.5 67.6 447r8'� 63.1 49.2 649 46.9 51.3 48.2 63.0 50 51.4 68.9 50.1 '66.2 49.1 64.2 55 52.8 70.8 51.5 68.0 50.5 66.0 46.34g.g•45.1 59.9 3 -57.7, 47:540.•46.4 6:t' 6d 'S9.4 48.4' 1uii :47.2 62.i` 61.5 '60.5 444.3 56.9 1561 45.9 49,5 -.-...---,. 58.5 57.7 43... 55.4. 45.2 47.0 • 46.8 •46.4'' lab •5848: 46.0 58.1 49.1 4%f •48.5' 18.1 47:7, 47.3. 645 • C3.2 '62.2 �i Z .602 59.7. 60 53.8 52.4 514 50.6 49.9 49.4 48.9 45 5'' 48.2 72.0 69.2 67.2 65.6 64.3 63.3 62.3 61.5' 60.8 FIGURE 1 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 40 ZONE 5ME 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS dots 10-02-13 drawn by: M.F. REVISIONS: chnek•d by: MAI no date by description DWG NO. 1 SHEET 1 OF 1 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 Sunset Dr. Suite TEL. (305) 264-8100 220 Miami, FL 33173 FAX. (305) 262-6978 JA" : AHMAD FLA P.E. # 70592; EB C.A.N. 3538 • • • • • • • • • • • • .••• .•• • • • • • • • • • •• • • • ALFAROOQCORPORATION sumo CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS & CLADDING WIND STANDARD: ASCE 7-10, FBC 2010/ 2014 EDITION GARAGE DOORS ONLY County : Miami Dade Wind Speed : 175 MPH Risk Category : 11 Exposure Category : C 1. Client 2. Project Name: 3. Project Address: 4. Building Height: Aei ay.) SToe_,M Tent- c-rlo k) m1c-VEL e wiz U 1 -►JE lob 5T1266T 3313g. ZIP Cl x7' (Residential Projects Only) ..•• • • • • • • . .• • • .••. ... • • •. • •• .... .. • • • •. . • ...• • •. MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAig • • •• MIA-M1 51iOF s CITY STATE 17 (See Figure 1 above) 5. Door Size: MEANT ROOF HT. (FT) FOR BULIDING WITH ROOF SLOPE > 10 DEGREE l FOR BULIDING WITH WOOP SLOPE <'11111EGREE • DOOR WIDTH DOO?WIi tH • • 8 FT. 9 FT. 12 FT. 16 FT. 18 FT. 8 FT. 9 FT. 1'2 FT. • is FT.: • 18 FT. PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF(+) PSF(-) PSF4� � tf(.) PSF(+)� SF(-) PSF(+i r(•)4 15 38.1 49.7 37.5 48.5 36.0 45.5 34.5 42.5 33.9 41.3 34.9 45.4 34.4 44.3 33.0 41.b 31.E 18_90: 31.1 37.8 _16 38.6 50.3 _38.0 49.1 36.4 46.1 34.9 43.0 34.3 41.8 35.3 45.9 34.8 44.8 33.4 42.1 32.0 39.3 31.5 38.2 17 39.0 50.9 38.4 49.7 36.9 46.6 35.3 43.5 34.7 42.3 35.8 46.5 35.2 45.3 33.8 42.6 32.4 39.8 31.9 38.7 18 39.5 51.5 '38.8 50.2 37.3 47.1 35.7 44.0 35.1 42.8 36.2 47.0 35.6 45.8 34.2 43.0 32.8 40.3 32.2 39.1 19 39.9 52.1 39.3 50.8 37.7 47.7 36.1 44.5 35.5 43.2 36.6 47.5 36.0 46.4 34.6 43.5 33.2 40.7 32.6 39.6 20 40.4 52.7 39.7 51.4 38.1 48.2 36.5 45.0 35.9 43.7 37.0 48.1 36.4 46.9 35.0 44.0 33.5 41.2 33.0 40.0 21 40.8 53.3 40.2 51.9 38.6 48.7 37.0 45.5 36.3 44.2 37.4 48.6 36.8 47.4 35.4 44.5 33.9 41.6 33.3 40.4 22 41.3 53.8 40.6 52.5 39.0 49.3 37.4 46.0 36.7 44.7 37.8 49.1 37.2 47.9 35.7 45.0 34.3 42.1 33.7 40.9 23 41.7 54.4 41.0 53.1 39.4 49.8 37.8 46.5 37.1 45.2 38.2 49.7 37.6 48.5 36.1 45.5 34.7 42.5 34.1 41.3 24 42.2 55.0 41.5 53.7 39.8 50.3 38.2 47.0 37.5 45.7 38.6 50.2 38.0 49.0 36.5 46.0 35.0 43.0 34.4 41.8 25 42.6 55.6 41.9 54.2 40.3 50.9 38.6 47.5 37.9 46.2 39.0 50.7 38.4 49.5 36.9 46.5 35.4 43.5 34.8 42.2 Notes :- - h = Eave height for roof slope < 10 degree. - Table above shows maximum design load for shown building height in end zone. For any other conditions/ zones, design loads to be evaluated on project basis Disclaimer :- - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation - No portion of this document may be used or reproduced in any manner. (except, however, for that portion of ASCE 7-10 set forth herein). '1 1 `I JAVAD AHMAD, P.E. FL# 70592 EB CAN # 3538 9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 RER - 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. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Pre&leControl Section that this product or material fails to meet the requirements of the applicabletiiiihng cock.. • This product is approved as described herein, and has been designed to comply e Florida• zilding Code, including the High Velocity Hurricane Zone. • - DESCRIPTION: Series "HIL-710" Aluminum Horizontal`Rolling Window - L'.lt'J(:i1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 1I805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m is ro i d a d e. zov/ec o n o ro v • • • .. •. • . •. . • APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal BAllej•Windoyy„impact"1 • • sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, preparet144 utanufab rgr,'signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Produst.Q.rol Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade, County Pradnot.:Control Section. ' • rIV�ISSILE IMPACT RATING: Large and Small Missile Impact Resistant: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", 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 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 sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.09 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • •• • MIAM!-DADS COUNTY APPROVED •• • ••• • • • •• • NOA No. 16-0714.13 Ezpi ar tion Date: v Decemberr21, 20212 Approval Date: September01, 2016 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 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 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: KodispacMSG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTT; spaer sys'tm, phd XI. EdgeTM spacer system at insulated glass, prepared by Fenestratiox•I'esting•1: abolatory, • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-891147,• dated 1 Pfr16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by IdMi n •Ortegal ?I. • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201; -•4 • ; • •. - 2) Cyclic Wind Pressure Loading per FBC, TAS 2113.94 .... • • along with marked -up drawings and installation diagram of an Koax. aluminum• • horizontal sliding window, prepared by Fenestration Testing L411& itbry, Inc., Test • • • Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionde;E. • • (Submitted under NOA No. 07-0815.09) • •• • • 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 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, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA No.06-0905.06) Manuel Per E. Product Control E er NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying v:Tith FB+G-5? Edition (2014), dated 05/14/15, prepared by manufacturer, signed 1 sealed ty Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 .... D. QUALITY ASSURANCE . . .... • .. . • . • • .. • . .. .. .... . . . 1. Miami -Dade Department of Regulatory and Economic Resour oes (I). E. MATERIAL CERTIFICATIONS . .. 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. uti,3 Manuel Pe Product Control E NOA No. 16-0914!13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5=h Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmund() Largaespada, P.E. • • • • (Submitted under NOA No. 06-0405.06) • . • ... • • 5. Proposal No. 16-0125 issued by the Product Control Section, clatea 41arch'09,2Q16, signed by Ishaq Chanda, P.E. • • •• •••. ••. • G. OTHERS• .... ••• •. 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries•i 4eir Series • "HR-710" Aluminum Horizontal Rolling Window - L.M.I., apptottd on 07/179/15 and expiring on 12/21/21. • • •• • • • • •• • • • • • . • • • • • •. • • ••. • Manuel Pere Product Control Exa ii r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E - 3 • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" 'PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2010 • AISI-8100-07/S2-2010 E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090' "PVB" INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% 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-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NOS FOR WOOD CONSTRUCTION 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). • • • • • • • • • • • • • • • •• • • • • • 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERBD• I.G. OISSSCAI•. B•THIIH$ /R+AND•ANCHOR QUANTITY REMAIN UNCHANGED. • • • • • • • • •• ••• •• • • • •• "PVB" = .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. aerator JR Ddrx 0506/16 ADDED SPACERS TO SHEET 2. P. d9r Coetlw WINIOIVK DOM or FJC �88h06 tr•n.eer J.J. oar 33/2306 • --•• • 1070 TECHNOLOGI C?NE N. VENICE, 4275 P.O. BOx1522. NOKOMIS, FL 34274 • •••_ • Wt;1""—Wirril Visibly Better • GENER,•AL YVdTES NOA DRAWING MAP SHEET GENERAL NOTES 1 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 GLAZING DETAILS PRODUCT REVISED as c•mp4ying1wi16a•Pbcith Building Code Acceptmwe No �('p 0- Eir4lio/n Date-i=+�""'"/ 87 m hliem zI ALUIMORIZONTAL ROLLER WINDOW, IMPACT er1•,se HRT10 1— NTS 1 - 11 *erg Mx 4127-10 a,- G • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS KODISPACE 7s 4SG TPS 1/2" NOM. GLASS BITE 60,61,62 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED r9 ASS 5/16' N01A. 5/16" LAMINATED GLASS CID d �d,1 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER _i 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/16' OR 3/8' AR SPACE 1/8" OR 3/18' ANNEALED OR TEMPERED GLASS 13/16' NOM. EXTERIOR INTERIOR E> (ALL SECTIONS) 1/2" NOM. GLASS BITE 86,67,68,69,70,71 13/16" LAMI IG GLASS W/ 5/16' LAMI SILICONE STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS 1/2" NOM. GLASS BITE 3/18- ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS •._.,_ 7,(16;LAMINATED 7/16 LAMINATED GLASS 1/2" NOM. GLASS BITE Part# Description Material 75 Kommerling 4SG TPS Spacer System See this Sheerfor Materiels 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal )4. Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 PVB" = KURARAY BUTACITE PVB INTERLAYER or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16' OR 1/4' AR SPACE 1/8' or 3/16' ANNEALED OR TEMPERED GLASS 13/18' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI . HOT -MELT BUTYL 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS INT. GLASS SUPER 76 SPACER®NXT" 5/16" NOM ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS •• .* ^�:^^ • • •• • • WT•'•1Jse • • • • • • • uFe*r2\I ® • • • • • •^ xI, EDGETM rY�L f SPACER 77 SP DER •• • DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL Rowder DM RweInc JR 0505/16 G ADDED SPACERS. Rowdy. DEIN ta..wy. FX 7/1848 Prole y J.J. 32m • 1070 TECHNOLOGYIRrIVE N. VENICE, FL•75 P.O. BOX OA• NOKOMIS. FL 34274 • • INT. GLASS A •• • • lerGLAZINI, dEfAaILS etc • • • • •ALUNj J-IPRIZONTAL ROLLER WINDOW, IMPACT V&IGly Better e.9•44..t w' HR710 I Full 2 + 11 4127--10 fte G 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. PRODUCT REVISED as complying with the Ptotide Building Code Accop/ffioe No l(o-G 4,1 roman Deco A. LYNN'MILLER. P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 1. XOX (114,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 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 ' -60.0 +60.0 -60.0 96" 106 3/8" A,B,G,H A,B,G,H +60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 I -60.0 +60.0 I -60.0 +60.0 +60.0 -60.0 -60.0 +58.8 1 -58.8 +55.2 1 -55.2 +56.2 +52.3 -56.2 -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 I -60.0 +60.0 -60.0 +54.6 1 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 I -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 I -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 83" 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. TO 86 7/16" A,B,C, G,H,I +60.0 -60.0 TO 88 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 60" GLASS TYPE A,B,G,H WINDOW HEIGHT 26" +75.0 -75.0 36" +75.0 1 -75.0 38 3/8" +75.0 ; -75.0 48" +75.0 -75.0 50 5/8" +75.0 1 -75.0 54" +75.0 -75.0 60" +75.0 1 -75.0 63" +75.0 i -75.0 68" 72" A,B,G,H A,B,G,H +75.0 +75.0 -75.0 -75.0 _74" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 1 -75.0 +75.0 1 -75.0 +75.0 j -75.0 1 +75.0 1 -75.0 +75.0 +75.0 -75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 _ +75.0 1 -75.0 +75.0 -75.0 +75.0 '•. -75.0 +75.0 +75.0 -75.0 -75.0 +74.2 ; -74.2 +69.6 1 -69.6 +70.2 -70.2 +65.2 i -65.2 +75.0 -75.0 +68.1 1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, U +75.0 -75.0 GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI -(1/8" A, .090,1/8" HS) C. 5/16" LAMI -(1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16' HS, .090, 3/16" HS) Oink Rooker G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG-1/8" OR 3/16"A (OINS,•5•{16:0C 368/1AIRS CC.g/16" LAMI - (1/8"A, .090,1/8"HS) I. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.)416' (I 3:8" ZIR•IdP2 Ct15/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG-1/8" OR 3/16"Pt viIN., 4it16"OR 1/4+►SPACER 7/46" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG-1/8" OR 3/16"4 (NjIN.l, 3/16" QR 1/4:PACE, 7/16" LAMI - (3/16"1-1S, .090, 3/16"HS) Rood Br OMr CAW Rally FJC Ora: 2/28/6 ,aatltla, J.J. ore 3?3,DB • • • • 1070 TECHNOLOGY DRIVE N. VENICE•GL•34•275 P.O. BOX 1521< NOKOMIS, FL 34274 • DESIGN FRR6t6SURES tat ALL4Ia LIOR{tONTAL ROLLER WINDOW, IMPACT a.rr•e HR710 ads NTS 3 r 11 •er•7r 4127--10 G PRODUCT REVISED as complying with the Florida Building Code A r p'aace No / • -I) /4- 'rat' . Date O:!a 2/ t Lam, a .. product C A. LYNN MILLER, P.E. P.E.N 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 27 3/8" MAX. DLO VENT It I4 54 5116" MAX. DLO FIXED {� n, ar. _ 0 _ X 110" MAX. WIDTH I.F. FRAME 1111" MAX_ WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) 33 6"MAX. DLO FIXED 33 9/16" MAX. -1 DLO VENT 1 A 57 3/8' MAX. DLO ALL FIXED LITES OWN O X 1 A 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. i • • • • 0 63" MAX. FLANGE FRAME ALL CONFIG. L.-- C 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME 1 DETAIL A - OX OR X04 Reece Reed ex Dew lire ear Road ew blow ex F.IG Dew J.J. Oar 3'23`1I8 27 3/8" 27 3/8" MAX. DLO MAX. DLO VENT FIXED D D I� 65 7/16"i MAX. WIDTH I.F. FRAME �--86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • • • • •. • • SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME • •• ••• •• • • • •• VIEW D-D (FRAME CORNER CONSTRUCTION) • • • • • 1070 TECHNOL DRIVE N. VENICE,5 P.O. BOX 1529 NOKOMIS, FL 34274 • • • • • • w • • • tE EVA?ICQVS: ALU11IMORILONTAL ROLLER WINDOW, IMPACT ■ keeede HR710 Akar NTS •bit 4 e 11 Corte Ma 4127-10 tie G PRODUCT REVISED m complying with the Florida Building Code acccpatrce No I �.. ration Date Dado-Prodact A. LYNN MILLER. P.E. P.E.e 58705 • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • EXTERIOR MAX. HEIGHT FLANGE FRAME Awe! Ito MAX. FIXED DLO INTERIOR (VERTICAL SECTION, FLANGE FRAME) tholc RwbbiB INTERIOR 18 MAX. VENT DLO • 0 EXTERIOR INTERIOR t MAX. FIXED DLO --y MAX. WIDTH (FLANGE FRAME) SECTION B-B (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) Awed Br O.Yr EXTERIOR r 'I RIO INTER 'll„ • •.• •• • • •• ••• •• • • • •• HEAD (VERTICAL SECTION, IF• FRAME.) ... (VERTICAL SECTION, I.F. FRAME) • •n„� • _ • sacTIoNS: : Rawl Br Dak wnn er F.K. 2/2806 J.J. Dew .3/2306 • 1070 TECINOLOGTDRIVE N. VENICE, 13427.5 P.O. BOX 152E NOKOMIS. FL 34274 • 13111 .• 4r0 Visibly Better • MAX. VEI2T DLO ALUM.71ORIZONTAL ROLLER WINDOW, IMPACT a.tae4r HR710 aial� Half 5 . 11 DIM 4127-10 trr G PRODUCT REVISED co complying with the Fkrida Roildmg Code Acceptance No 1 • -O E 'cation Dane A. LYNN MILLER. P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •. •• 000 • • • 000 • • ITEM DWG# REV DESCRIPTION MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 2 3 4025 SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD 6063-T5 AL 612244 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 7 4137 SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W /K 15 16 1155 4110 G #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR 6063-T5 AL 781PQA 64110G 17 4054 B FDCED MEETING RAIL 6063HD-T6 AL 64054A 19 4066 W STP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 23 1683 225-1 W STP.,250 X .270 BACK, FIN SEAL ROLLERHOUSING& GUIDE 61683G 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRW HL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 SASH MEETING RAIL 6063HS-T6 AL 64006 33 35 1235 1096 W STP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH DIE-CAST 67S 16G 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 39 1683 7070 W STP.,.250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 61683G 67070K 40 LIFT RAIL COVER CAP 74078"C" LORR 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141' IF. FRAME JAMB 6063-T6 AL 64141 50 51 1224 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16' 6063-T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16' W/GRILL KIT 6063-T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063-T5 AL 6985 59 4067 GLAZING BEAD - 13/16' 6063-T5 AL 64067 _ 60 61 62 GLASS 5/16" LAMI (1/8" A,.090PVB, 1/8" A) • 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) • • 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) • lb 63 64 65 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) • • • Awe*: Re•s," Reed ID Der Arilionr Dew RwYwr Dew Ix FX. Dew 22806 amine sr J.J. Dew 22206 1070 TECHNOLOGNDRIVE N. VENICE. Fl34275 • • • P.O. 80X 7528 NOKOMIS. FL 34274 ITEM DWQt REVI DESCRIPTION I MAIL I PGI# 66 GLASS, 13/16" LAMI IG-1/8"A (MIN.), 3/8"A1R SPACE, 5/16" LAMI (1/8"A, .090 PVB, I/8"A) 67 " 13/16" LAMI IG-1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 68 " 13/16" LAMI IG1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 69 " 13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE. 5/16" LAMI (1/8"A, .090PVB, 1/8"A) 70 " 13/16" LAMI IG•3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 71 " 13/16" LAMI IG3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 72 13/16" LAMI IG.1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 73 " 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 74 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090PVB, 3/16"HS) 75 " 13/16" LAMI IG-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/ 16"A) 76 " 13/16" LAMI IG-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 77 " 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 90 1014 SCREEN FRAME (HOR. & VEIL) 3105-H14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH 2.624 2 710 41 pi 2.784 .062 .988 •:• Y MF.FF11�i1E,AAF B .: . : #414.663-�(1 • • • • • Viribly Better 42 • • .6.44804e • • • PORTS fISr : .062 I.F. FRAME HEAD #4139, 6063-T6 .062 - ♦•-- 2.710 .F. FRAME SILL #4140, 6063-T6 3.152 ALUA f>wORIIONTAL ROLLER WINDOW, IMPACT PRODUCT REVISED n5 c'mplytog with the Florida Building Code / Acap,antc No V' 0 4:, 'ration Daa Debeeht HR710 !ae NTS Met 6 + 11 p•r•IY 4127-10 a.e G A. LYNN MILLER P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1.373 -.062 1 irts,f 1.173 2.710 0 FLANGE FRAME HEAD #4102A, 6063-T6 4L 11 Tk-1.451I O SASH STOP #4025, 6063-T5 �IIF-.082 2 J 3.152 .062� 1.122 -2.710 6 FLANGE FRAME SILL #4136, 6063-T6 .061 .437 1�1.46 HORIZ. ROLLER TRACK #4131, 6063-T6 1.081 Y.- 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL #4133, 6063-T5 #40060, 6063HS-T6 .050 .678 1.096 7 54 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 7 F.050 I[f ] .66778 1.096 55 GLAZING BEAD 7/16" #4222A, 6063-T5 2.126 .062 1.187 .062-+-IF-- II 3. 90 O FRAME SILL ADAPTER #4137, 6063-T6 17 FIXED MEETING RAIL #4054B, 6063HD-T6 1.349 1�1.29r� SASH SIDE RAIL #4126, 6063-T5 .050- .678 •• •••1.1j5-I Ti-1 • •• • • 58 g1-44I0G53Elin 7fl6: • • • • #9854 6063-1E• • • • • (SSE01MGRILLIKITr • •• ••• •• • • • •• r1.513� 1 r.040 I .738 O SASH STOP COVER #4053, 6063-T5 I�-2.784 1rp 1 .062 13 FLANGE FRAME JAMB #4002A, 8083-T6 rE.L. .678 1.096 0 GLAZING BEAD, 5/16" #4039B, 6063-T5 3 683 .050 F-k- I 1.097 GLAZING BEAD, 13/16" #4067, 8063-T5 DOW Dem Royal al' Dees lieristna Ana LIr F.K 2/28/06 CMmipy J.J. 3/23r06 • • • 1070 TECHNOLOGY %RIVE N. VENICE, FL &t275 P.O. BOX15�4 N000MIS, FL •• • •• • Sr • • • Visibly tar • EXTRUSIOIN9 • • • •ACUM.•HO4IZ1:NTAL ROLLER WINDOW, IMPACT sueuid • • HR710 Sear Half 7 r 11 4127-10 G PRODUCT REVISED as complying with the Florida l3uikding Cde Accepeince No /(0- C1 C�coiretion Dean A LYNN MILLER P.E. P.E.8 58705 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ANCHOR QUANTITIES, XOX (114-1/2-114) WINDOWS TABLE NOTES: GLASS TYPES A,B,C,G,H,I 1 1. ANCHOR TYPES: ANCHOR TYPE' 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 1, CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES -ZONES ZONES WINDOW SIZE AI v idTEMPERED HEAD 6 SILL m l y pp�p g HEAD & SILL 1g®® < i' HEAD & SILL coto m g HEAD & SILL < g m HEAD & SILL ' I N HEAD & SILL < n 2. GLASS TYPES: coA. 5/16" LAMI - (1/8" A,.090, 1/8" A) -, < B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) 5/16" LAMI HS,.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A I.G. GLASS CAP. BOTH THE DP AND 53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1) 2 1+C2+1+C2+11 2 1+C2+1+C2+1I 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 C. -(1/8" D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1) 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+1) 3 1+C2+1+C2+1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) FG.71/3/61'6LA 50.625 1+C2+1+C2+1I3 1+C2+1+C2+113 1+C2+1+C2+1) 3 1+C2+1+C2+1( 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 " LAMMI-I(I3G/1-61"BH"SO09R03,/13/616A" (HSI) .),N5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 H. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" 3/16" A 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) OR 3/8" SPACE, 5/16" LAMI HS,.090, 1/8" HS) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 I. 13/16" LAMI IG - 1/8" OR (MIN.), J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" - (1/8" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) 63.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1) 3 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 1+63+1+C3+1 3 K. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) OR 1/4" SPACE, 7/16" LAMI HS,.090, 3/16" HS) 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+2+C2+1 ) 2 L. 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), - (3/16" 48.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT SIZES NOT SHOWN, TABLE AND BASED ON THE FOLLOWING GO TO NEXT LARGER WINDOW IN TABLE. 60.625 1+C2+1+C2+11 3 1+(32+1+C2+1I 3 1+C2+1+C2+11 3 1+C2+1+C2+1) 3 1+C2+1+C2+11 3 1+C2+2+C2+1I 3 DIMENSIONS. FOR WINDOW 54.000 1+C2+1+C2+1I 3 1+C2+1+C2+1I 3 1+C2+1+C2+1I 3 1+C2+1+C2+1� 3 1+C2+1+C2+1 3 1+C2+2+C2+1' 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+1) 3 1+C2+1+C2+1 3 1+C2+1+C2+1) 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+2+C3+1 j 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 63.003 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1I 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+113 TABLE KEY: 74.000x 38.375 1+C2+2+C2+112 1+C2+1+C2+112 1+C2+2+C2+112 1+C2+2+C2+11 2 1+C2+2+C2+1' 2 1+C2+2+C2+1 2 X O X 3 1+C2+1+C2+11 3 1+C2+2+C2+1) 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 I1+C3+4+C3+1 1 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+2+C2+1 1+C2+2+C2+11 3 1+C2+1+C2+t 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 f50.625 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1{ 3 1+C2+1+C2+113 1+C2+2+C2+1I 3 1+C2+2+C2+1) 3 1+C2+2+C2+11 3 ) 1+C3+2+C3+1 l 3 A CLUSTER OF (3) ANCHORS AT EACH MEETING RAIL CENTERED PLUS (1) 60.000 1+C2+2+C2+11 3 1+C2+1+C2+113 1+C2+2+C2+113 I ) 1+C2+2+C2+13 ) 1+C2+2+C2+1I3 1+C3+2+C3+113 ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+11 3 1+C3+2+C3+1I 3 PLUS (4) ANCHORS AT ANCHORS TOTAL FIXED SECTION. AT HEAD AND SILL 84.000 x 38.375 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+1 f 2 1+C2+2+C2+1I 2 1+C2+2+C2+11 2 1+C2+3+C2+11 2 (12) 48.000 1+C2+2+C2+1` 3 1+C2+2+C2+1i 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1) 3 1+C3+3+C3+11 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1+C2+2+C2+1) 3 1+C2+2+C2+1) 3 1+C2+2+C2+1f 3 1+C2+2+C2+1I 3 1+C2+2+C2+1; 3 1+C3+3+C3+11 3 3/4" 3 1+C4+3+G+1; 3 ♦- -25 max. 54.000 1+C2+2+C2+1I 3 1+C2+2+C2+1I 3 1+C2+2+C2+1j 3 1+C2+2+C2+11 3 1+C2+2+C2+1j I I -(1-.-3" MIN. L L 1 i L 60.000 1+C2+2+C2+11 3 1+C2+2+C2+1) 3 1+C3+2+C3+1)3 1+C3+2+C3+ 11 3 1+C2+2+C2+11 3 1+C4+3+C4+113 1 I01 L 63.000 1 1+C2+2+C2+11 3 1+C2+2+C2+1I 3 1+C3+2+C3+11 3 1+C3+2+C3+1I3 1+C2+2+C2+11 3 1+C4+3+G+1i 3 9" REF. _ X 0 X 106.376x 38.375 1+C2+2+C2+11 2 1+C2+2+C2+112 1+C2+3+C2+1' 2 ! 1+C2+3+C2+II 2 1+C2+3+C2+1I2 1+C2+4+C2+112 1'`------"--.��---� \ , PRODUCT REVISED as complying with the Florida 48.000 1+C2+3+C2+113 1+C2+2+C2+1I3 1+C3+3+C3+113 1+C3+3+C3+113 1+C2+3+C2+11 3 1+C3+4+C3+113 MTG. RAIL, TYP.- Building Code Acceptance No /6,-0 i4J3 50.625 1+C2+3+C2+1I 3 1+C2+2+C2+1I 3 1+C3+3+C3+1''.3 1+C3+3+C3+1 3 1+C3+3+C3+1I 3 1+C3+4+C3+11 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS -'°O0•Dete /gD21 3 1+C2+2+C2+11 3 1+C3+3+C3+1! 3 1+C3+3+C3+11 3 1+C3+3+C3+1I 3 1+C4+4+c4+1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1+C3+3+C3+1) 8li,,,,i c at 60.000 1+C3+3+C3+113 1+C2+2+C2+1j3 1+04+3+G+113 1+C4+3+C4+114 1+C3+3+C3+1I3 1+C4+4+C4+113 r 63.000 1+C3+3+C3+1I 3 1+C2+2+C2+1I 3 1+C4+3+C4+11 3 1+C4+3+C4+11 4 1+C4+3+C4+11 3 1+C5+4+C6+1 3 25 3/4" MAX. TYP. 111.000 x 38.376 1+C2+3+C2+11 2 1+C2+2+C2+1I 2 1+C2+3+C2+1I 2 1+C2+3+C2+11 3 1+C2+3+C2+11 P T+Cik4/12+1,1 2 I • • � • • y'�1 I- -3" MIN. " N. 1 1F4� I- 48.000 1+C2+3+C2+11 3 1+C2+2+C2+1I3 I 1+C3+3+C3+11 3 1+C3+3+C3+1)3 I 1+C2+3+C2+1!3 • 1+C3+4+C3+1i15 •• •( P• • !! I• 9"•RE• •• • 1 X H+ 1 0 X _ 50.625 1+C2+3+C2+1I 3 1+C2+2+C2+11 3 1+C3+3+C3+11 3 1+C3+3+C3+1' 3 1+C3+3+C3+1) 3 U+C3+44C3+•11 3 0 • • �\•�__ 1 =tom 54.000 1+C3+3+C3+1I 3 1+C2+2+C2+1( 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C4+4+C4+13+ �� .. 60.000 1+C3+3+C3+1) 3 1+C2+2+C2+11 3 1+C4+3+C4+11 3 1+C4+3+C4+11 4 1+C3+3+C3+l) 3 1+G+4+C4+1 3 MTG. RAIL, TYP.- - I I lY - 63.000 1+C3+34C3+11 3 1+C2+2+C2+1j 3 1+C4+3+C4+1I 3 1+C4+3+C4+11 4 1+G+3+C4+43 40‘104+C5+1 MPLE•CLI�STER W/ QTY. OF (4) ANCHORS =, .. 1`i R�+OM DO. RwW'r • �•• • •� • p_llie • • • XOX (1/4-1/2-1/4) ...war ,y,}yp,• 10707ECHNOL001 DRIVE N. VENICE. • • •s 1AICHC!AAZESPAC1NG. ' • • Vicsway,aM BOX 1529 ALUM.•HORIfONTAL ROLLER WINDOW, IMPACT PO. rra.ade av+s e� �•~ A LYNN MILLER P E. 0 ° dads J.J. 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SSV10 31YLLLSE815 9 c3dA1 NOHOW S 318V1 SMOGNIM (£/L-£JL-£II) XOX'S3LLLLNVflO NOHOW/ ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR 7YPE� & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES -ZONES ZONES WINDOW SIZE V 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 J lab 1+C2+1 1+C2+1 2 3 W 06 1+C2+1 1+C2+1 0 2 3 0 J 1+C2+11 2 1+C2+1 3 1+C2+1 2 1+C2+1! 3 0 J _ .3 1+C2+1 2 2 1+C2+1 3 QO7,1 _ ,6 1+C2+1 1+C2+1 W f 2 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+11 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+1 3 1+C2+1{ 3 1+C3+1 3 1+C2+1 1+C2+1 1+C2+1 1+C2+1 3 2 3 3 1+C2+1 1+C2+1 1+C2+1 1+C2+1 3 2 3 3 1+C3+1 3 1+C2+11 2 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+11 2 1+C2+1i 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+11 3 1+C2+1 3 1+C2+11 2 1+C2+11 3 1+C2+1; 3 1+C3+1 1+C2+1 1+C2+1 1+C3+1 3 2 3 3 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+1, 3 1+C2+1 3 1+C2+1II 3 1+C3+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+11 3 1+C3+11 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+1 3 1+C2+11 2 1+C3+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1j 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1! 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 I:. 3 1+C3+11 4 1+C2+1; 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1; 4 1+C3+1 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 1+C2+1 3 3 1+C2+1 1+C2+1 2 3 2+C2+21 2 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+21 3 1+C3+1 4 1+C2+1 3 2+C3+2i 3 1+C3+1 1+C3+1 4 4 1+C3+1 1+C3+1 3 3 2+C4+21 4 2+C4+2 4 1+C2+1; 3 1+C2+1! 3 1+C3+1i 3 1+C3+11 4 1+C3+1 4 1+C2+11 2 1+C2+1 3 2+C2+2 2+C3+2 2 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 2+C3+2 3 1+C3+11 4 1+C3+11 3 1+C3+1! 3 2+C4+2 2+C4+2 4 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2j 3 2+C2+2 3 1+C2+11 2 2+C2+2 3 2+C2+2 2+C3+2 4 4 1+C2+1 1+C2+1 3 3 2+C3+2! 3 2+C3+2 3 2+C2+2 4 2+C3+2( 4 1+C2+1 3 1+C2+11 3 2+C3+2 2+C3+2 3 3 2+C3+2 4 1+C2+1 3 2+C3+2 1+C3+1 4 4 1+C3+1 1+C3+1 3 3 2+C3+2 4 2+C4+21 4 2+C4+2 4 2+C3+2':. 4 1+C2+11 3 2+C3+2 4 2+C3+2! 4 2+C3+21 4 1+C3+1I 3 1+C3+1 3 2+C4+2 2+C4+2 4 4 .74.000(38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 •� 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2i 4 2+C2+2 3 2+C3+2 2+C3+2 2+C3+2 4 4 2+C2+2 2+C3+2 3 3 2+C3+21 4 2+C4+2 4 2+C3+2 4 2+C3+2! 4 2+C2+2 3 2+C3+2 3 2+813+2 • •• -.• 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2i 4 2+C3+21 5 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2( 5 2+C3+2 4 Arad Perm Rwrwet Rood ar De* Rind Br PEW liara1sc' Dina It F.K. 2128,430 awdeyl J.J. 32308 • 4 1070 TECHNOLD16Y DRIVE' N. VENICE1FL 34275 • • • • • P.O.80X 1529 NOKOMIS, FL 34274 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI 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. - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" 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: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X I2+C3+2 13 I -••--ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. L_ 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) (3" MIN. O.C. ANCHOR SPACING) r-1-18 3/4" MAX. MIN. • • • • i • • • • • it i'IiF� : • • • • "'i�'• •• • • -r•• MTG. RAIL 18 3/4" MAX. 1 1/2" TYP If-3" MIN. • k1MPLE .LUSJ ER W/ QTY. OF (4) ANCHORS V ribly Better • • • yNCI-1ORaGf SPACING, OX AND XO WINDOWS ALIJM* fKORIZONTAL ROLLER WINDOW, IMPACT PRODUCT REVISED a; complying with ale Florida Boildmp Code Aocepleoec No HO-0 Ex 'ration Dew By. Mi. , i 3 ado Pr 21 e.rnr,we HR710 NTS auk 10 d 11 a+sNr 4127-10 fire G A. LYNN MILLER, P.E. P.E.# 53705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 41440 • • • 000 w • MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM WOOD ANCHOR, NOTE 2 1 3/4" MIN. E.D. TYP. 1" MIN. EDGE NOTE 1 I 1/4" MAX. SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 2x WOOD BUCK, NOTE 3 1 3/8" MIN. 1 3/8" MIN. " MIN. EDGE CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM NOTE 1 1 3/4" MIN. MIN. 3.4 KSI^ ' I E.D. TYP. CONCRETE DETAIL C Read Or MY: 2x WOOD BUCK, NOTE 3 /4' MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" 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 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL 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. 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) 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. 13/4" EXTERIOR INTERIOR ° MIN. E.D (HEA & SILL DETAILS A, B, C, D, & H) TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM '1' M N. EbGE DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS Pe,.lir: Ralston.: Dix Dram By F.K. Doke 2/2&V6 J.J. r* 3r23 06 SEE NAILING 3/8" MIN. •• • • • • • • • • • • • • • •• • • •• • • • •. • • • • •• 2-1/2"VAIN.LtdIBED • • • • • • • 107 1ECHNOL Y DRIB I . YEgicE, • 5 P.O. BOX 1529 NOKOMIS, FL 34274 SEE NAILING 2-1/2" MIN. EMBEDMENT DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. 8" MIN. EDGE 2-1/2" MIN. DETAIL G (SILL) 5/8" MIN. EDGE DETAIL I (JAMB) . .. TYPICAL IWTEGRAL FIN FRAME SECTIONS visibly Bettrr .r4NC1-!ORAGE DETAILS SUM HORIZONTAL ROLLER WINDOW, IMPACT s.rtea.e HR710 avr Half Mod 11 + 11 Aoh,N> 4127-10 G PRODUCT REVISED as complying with the Florida Building Code .Accepreoco No I G-o 14.13 Expiration Dora •: •S#I,1 2021 A. LYNN MILLER. P.E. P.E.# 58705 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 4000 • • • 000 • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE. (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 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 RER-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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. • • • • • • • This product is approved as described herein, and has been designed to comply with the Flulrida.13ui1ding Cbti1' • including the High Velocity Hurricane_Zone. ! •.�• • . ESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sgc�t2gn �1 Garage._oor up. to 9'-0" Wide (DP +51.1, -60.3 PSF) • • • • • • • • APPROVAL DOCUMENT: Drawing No. IRC-9509-180-21, titled "Model 950 Heritage,& Mode1•(4Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets•lutliot+gh 3' f.3 dated • • 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, eigned and sealed! by • Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revtsiCOStamp with'the • • Notice of Acceptance number and expiration date by_the,Miami:Dade Cppnty_Product Control $ggtjOg. f M—ISSILE IMPACT. RATING:,,Large and Small Missile_Impact.Resistanti : • • • LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle; Lawrence, • • Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration 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 of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and - shall be available for inspection at the job site at the request (Attie Building Official. This NOA revises NOA # 13-0503.06 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY APPROVED CiirOXNU-15:050.53i Expiration late: September 4, 2018 Approval Date: July16, 2015 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0503.06" 1. Drawing No. IRC-9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 13-0503.06" 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc., dated 06/11/2013, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. 3. 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 4) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 ""• along with marked -up drawings and installation diagram of 9'x 7' 24 Arsttel garagg door Model 950, prepared by American Test Lab, Inc., Test Report No. A i,N,c 0129.01.1AR, dated 04/02/2013, signed and sealed by David W. Johnson, P.E. • 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBG Too: 202-94 • . • • . 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 205'/4 •; • • • • •• , along with marked -up drawings and installation diagram of 9'x 7' Mddc'1'950D 118fif fge with Durasafe, 24 ga Sectional Steel Garage Door, prepared by Americarar tab, Inc., Test '. Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealecj, by IIavid 14= •Jo}mson, P.E. "Submitted under NOA # 08-0718.01" .• • • • .. • •.. • •. .. C. CALCULATIONS "Submitted under NOA # 13-0503.06" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.01" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed b, Tomas L. Shelmerdine, P.E. E-1 • Carlos M. Utrera, P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4, 2018 Approval Date: July 16, 2015 12 0A OALV. COMMERCIAL TOP ROLLER BRACKET ATTACIEI V/(4) 1/4' x 3/4' HEX HUD SCREWS PER BRACKET TYPICAL TOP FIXTURES N.T.S. SEE (TABLE 2) ON PAGE 3 FOR RECONHENDED SECTION CONFIGURATION__ ADJUSTABLE ROLLER CARRIER ATTACHED V/ 121 I/4' x 1/2' BOLT 6 NUT PER BRACKET 3 5/8' 220A. R-TRUSS ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREVS AT EACH CENTER STILE 2' 10 SALL STEEL 5' INN STEM ROLLER S1ILE L0CA7IGN` ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4-20 x 5/0' TRACK BOLTS AND NUT 14 GA OURASAFE AJUSTABLE ROLLER CARRIERS ATTACHED TO 3 5/B' 22GA R-1RUSS V/(2) 1/4' X 3/4' HEX HEAD SCREW 3 5/8' 22GA. R-TRUSS ATTACHED V/ (4) BM' x 9/4' HEX HEAD SCREVS SEE TABLE 4 DM PAGE 3 TOR STILE PLACEMENT S'-0' MAX INSIDE ELEVA110N N.T.S. 1.4 GA DLRASAFE END HINGE ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREVS TYPICAL DURASAFE END HINGE N.T.S 14GA DURASAFE CENTER HINGE ATTACHED V/ CO 1/4' x 3/4' HEX HUD SCREVS TYPICAL DURASAFE CENTER HINGED N.T.S. <1T P> THROUGH SEE (TABLE 1 ON PAGE 3 FOR STRUT SPACING 40A DURASAFE ROLLER CARRIERS ATTACHED TO END STILE V/ (3) 1/4' x 3/4' HEX HUD SCREVS PER CARRIER 2' 10 BALL STEEL 9' LONG STEM ROLLER SLIDE LOCK ENGAGES INTO VERTICAL TRACT( ON BOTH SIDES 5/0' 141)1 ENGAGENFNT (SNAP LATCH, OR LOCK DAR OPTIONAL) ATTACH V/(2) 1/4' 3/4' HEX HUD SCREVS 3 3/4' H0N YI/ FUMBLE P XAN. 20 EA.GALV. STEEL END STILE 1 SIOEROON r- (SUPPLIED BY INSTALLER) ATTACHED 000 0> 70G-L- RS SKIN AND (2) 10 DOO (3) LV) GA CENTER STILES TOG-L-LOC AT THE TOP AND minATTACHED VEIN (2), BOTTOM RAIL TOG-Li1C AT THE TOP AND BOTTOM RAIL AND ADHESIVE TO INTERIOR FACE 5/0'M X 22 GA (D V4-20 x 5/0'TRACK 3 air '- SPLICE BOLT AND TNT PER JAMB $RACKET (1) 7/10' OIA �iRETAINER 2- SALV. STEEL TRACK SI TRACK RICHNESS .083' CCNL VERTICAL JAMB 2 TRACK MOUNTING DETAIL (Na 2 OR BETTER) N.LS 5/16' x 1 5/8' LAG SCREW (O PER JAMB BRACKET 2' THIC( 24 0A NW EXTERIOR SLAIN •/OAKE6 ON POLYESTER NNW STILE STIFFENERS (3) LOCATED IN HINGE HOLM) EN TOP SECTION PLY HOLES FOC STRUT ATTAPNENT OF STRUT IS RECRUITED) TYPICAL STILE STIFFENERO N.T.S. OPTIONAL VENT N.T.S. 2' B06A STRUT ATTACHED V/ (2) 1/4' X 3/4' • i1T'ENOTIIDfENTIL • • • • •• • • • • •• •••, 2' 10 BALL STEEL 5' RUN STEN ROLLER • • • • • • • • • • • • TOPICAL BDT<@I BRACKET • • • NBI.S. • • • • •• • • • • • • • • • • • • • • • 2 GA CDNRERCIAL TOP FIXTURE ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4' x 1/2' BOLT AND NUTS (SPLICE) (U 3 5/8' 22GA R-TRUSS PER SECTION END HINGE 14 SA. D 3 5/811 X 22 GA (3 5/8' R-TRUSS) DALV. STEEL R-TRUSS ATTACHED V/ (4) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE AND (2) 1/4' x 3/4' HEX HEAD SCREWS AT EACH CENTER STILE 1) 2' VGA STRUT AT BOTTOM PANEL C 06T. STEEL RETAINERPISODUCEASMLYED V/ ROTTEN SEAL - y(y W •B nay 3 BA FLAG BRACKET ATTACHED TO WOOD JAMB V/ (3) 5/16 DIA X 1-5/8' LAG BOLTS AND TO TRACK V/ (4) )/4'-20 x 5/0 TRACK SPLICE BOLTS AND NUTS SPLICE TRACKS AT THIS LOCATION W {) 1 4'-20 TRACK SPLICE B0.T5 & NUTS BE TO JAMB IBM (J) 0/16- DIA. x 1-6/0' L10 BELTS (1) 6/18' EA. x 1-5/8' TA0 BOLT ATTACHED TO JAMB AT EA. 4409 BRACKET 12 OA OAW. STEEL JAMB BRACKETS ATTACHED R/ (I) 1/4'-20 TRACK SPUCE W.T k NUT SEE C ABLE 3) EN PAGE 3 FOR JA113 BRACKET SPACING TRACK CONFIGURADON FOR 0'6' UP TO 14' TALL BOORS 'FC110N A —A (SIDE VIEW) N.T.S. BEY OF90(PBC6 D 1ERSE S ODE 8T A NR41I90113 BID BIG 1CO3. R6 k2C3 HUD 00-11.00 S(11 Product C'4Kl•eA LARGE MISSLE IMPACT RESISTANT • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • BOTr0N BRACKET 13 GA ATTACHED V/(3) 1/4' X 3/4' H%Il118D SCREVS • • • • ••• • • • • • •• • PRODUCT OASVISEA M4o(RPIyLoB v,A6dH Rulf� QBilki(I{ Coke EDlcam MIA) UWBD.13K42110 (0/O/II CRC MAX SIZE 9 x 14' DESIGN LOADS +61.1 PSF —60.3 PSF LARGE M155TE IMPACT RESISTANCE 16$ CARR1ALz COURT v1NSTON301EK NC. 27105 WVANAELCON 92E 9 MODEL 960 HERITAGE (24 CA) 1000, 2000 MODEL 665 OAK SU161(T (24 GA) 100D, 2000 SHORT, LONG, PLUSH, AND OAK SODOM PANELS ton EN DU OAK 01/12/0) ODD® BT ME IArt 01/1/41 vow HOBBER IRC-9509-180-21 SECT 1 OF 3 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & -271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SEC11ONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0° HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8" R-TRUSS PER SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A RECISIREO PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR. THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACKJTIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DAOE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. AVAILABLE TRACK CONFIGURATIONS N.T.S. INTERIOR OF GARAGE MAX. WIDTH WO' DESIGN LOADS +230.0 LBS/FT -271.4 LBS/FT 111111111111 SEE NOTE 2 WOOD JAMB ATTACHMENT TO STRUCTURE X 6 VERTICAL JAMB ATTACHMENT T8 HOOD fRAME STRUCTURE 5/16' X 3' LAG SCREVS STARTING 6' FROM ENDS THEN 20' O.C. (1 I/O' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO PAOI PSI CONCRETE HILT) KVIK BOLT 3/0' X 4' START NG 6' FROM ENDS THEN 24' O.C. (2 I/O' EMBEDMENT) HILTI SLEEVE ANCHOR 3/0' X 2-3/4' STARTING 6' FROM ENDS THEN 18' 0.C. (0 I/4' EMBEDMENT) ITV/RANSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 I/O' EMBEDMENT) 2 X 6 VERTICAL JAHB ATTACHMENT In HOLLOW C-90 BI MCI( SIRPSON 1/4' X 3' TITER SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' D.C. (1 1/2' EMBEDMENT) HILT! 1/4' X 2-3/4' KVIK-CBI 114 SCREVS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' D.C. (l 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BLOCK (2000 PSI GROUT) HILT) SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 22' 0.C, (0 I/4' EMBEDMENT) (0R, USE FASTENERS FOR HOLLOW C-90 BLOCK) ■LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. •PREPARATION OF WOOD JAMBS BY OTHERS I/2' Nil xx662-3/4' MIN 1- • ••• YP'J•B ••• • • • • • • • • • • • • • • • • • _ • • • • • • • • • • • • • • • • • • • ••• • • • ••• • LEY aw4Q11Ut (F MOON A 21114110111201 TEC Mffi 683 ARO IDID OAR (1-11-14 IT Ba )F5WAl A RC 230 IUm 05 MBAX 512E14' DESIGN LOADS +51.1 PSF -00.3 PSF LARGE MISSLE IMPACT RESISTANCE 'a' 161 CARRIAM COAT VINSION-CALEK, KG 27105 VWANAGRCO) MODEL 950 HERITAGE (24 0A) L000, 2000 MODEL 555 0A1 SUMM)T (24 0A) 1000, 2000 SHORT, LONG, PWSR, AND OAK SUMMIT PANELS 002101 OU DAIS 01/12/05 6E0006T uE MI6 03/14/0) CRAW N1WBU" IRC-9509-180-21 84E1 2 OF 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A BCDEFG H T ;.5`i6'U 5112.-t ,,,i•i0m taNg.P52' 5. 4 , 4 . vza a _ 7' 51/2" 16" 37" 58" 76 1/2" 7.7 6. tii: ;5i`1/2'; 1'3''' 31:: ,49'; . 87'. _ RI ;, �, 82i1'/2' : B' 5 1/2" 16" 34" 52" 70" 88 1/2" k81x6" ? 5x1/2 16' ;;SZ_ '`_ 76"1 at ,a, .. n, :u"z 94.:172'L: 9' 5 1/2" 13" 31" 49" 67" 85" 100 1/2" 93°. 0soz 16' 34 .52' 70 88;- :' r .., 190414 10' 51/2" 16" 37" 58" 76" 94" 112 1/2" :f4 OAV :O�in1/21! ,16°-1 OM 513,C k7,9' 10 .` #fie -A* 2 MOW 11' . 5 1/2" 16" 34" 52" 70' 88" 106" 124 1/2" It_6'" t 64/2!! ."18r .;17' 089 ,76 r e94„ 112. 130112' 1361/2" 12' 51/2" 16" 37" 58" 79" 100" 118" 121V.i $1/20 16,'As'34. 5,2yi.:: 01' 88 as 106t ; r 2,41"^ . 1421/2t; 13' 5 1/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" i 1 :4" 51.%2 0 "• ;:314s An MI A00; 148 ':g41§10 7. 4 l/2'.-',. 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 `` S14k:(1t' ` Z1:' -21' %f 2.1t •:2V r 1A: i 21" 7:: 1 , 13' 6" 21" 21" 21" 21" 21" 18" 18" 21" ,13' .0" ..2a .2111 21"° .18." 40 atri;11$( 21. _. 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" 12i0`.' , 73, 11111 21'1: 21rs ; 1W .=1.8.' : a,r-1 .' 11' 6" 21" 21" 21" 18" 18" 18" 21" 11,.;0`..- . ' 1),N 8.18,E ::.:18.`,` a8'g ` 1 P d8'n 121 € 10' 6" 21" 21" 21" 21" 21" 21" 10Ma 1r`:.V.I.t 1'= WBV -18,', 21114 9'6" 21" 18" 18" 18" 18" 21" g0` o18' _ 1$, , 1.8" ,'1,8'k otivii 18.1r 8' 6" 21" 21" 21" 18" 21" %8! 0,.:.>. 21'.r..18'4 18;'ry -181: ii3:1u 7' 6" 18" 18" 18" 18" 18" 750'4 , >21y ;`2111 21!'gg'IFI-'' 18" 21" 6'6" 21" 18" DOOR HEIGHTA TRACK ATTACHMENT SPLICE BCDEF G H I J K L MN S ���,� .,:�:�. RCM i(' Ss.4. ��. ISIx+.' ,�� 1 :;�$� Ic 48� 11 ������t�`� Y(r '' "2- ran r � S7� -. � � �;��� D ; ::,�:?��� 7' 3" 14" 27" 38" 46" 56" 68" 76" fI ,,; m.3 Q.„: 7 ,`..:'.8 I+ v b3A a,CB)/$, $1.� �{. , ,,,,,- , s 1:4- „a... ,t.4• , -. die V 1/4ll1" 27"c- 38" 46" 56" 68" 88" RR8' .y Vital." I` ✓3�" "' 1T . 27�1 YAt 4 q`, �w,..f,7: tis. $ + 778" ].. 4 }}h�55q sr.'^XP 1 „(' .tiY Ya :Y ?.' 1 k„ > '' �Tf 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" i 9101-44 , „14" 7s 0 X4 `I'r 5$ VAN :10 "88' Y `9{'', Minit ,"' 0: 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" gigot r an 04:1; 7 404 k,' A 56"t; : 68".. 784 8,8'9t I00" a 0'£ ter' Q s ., xx 18r 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" 1 ll k .'' " 11 ... 5 )A . �4.. YI. raYOB ll 6, rt Il a,40, , II O„ 1 ;A IF Z8 1) �QOt, 11 ••'1;1>ORt -�„ 1 < vyt. • �l� ^-,•�^ ,)• t (I C, ' OM 12'11Q 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 122 I . • •e .1Y« � • • � , • e 33i • • y�\\ �rnr1`G16''. a, _J \�; s ��,.��.: Isittr�yy r 7�lS pp I' �X 6';a ;�..F �56" ,. ., _,., ? �8"' 78" Yr.�. xv. 088"t ,,:..: (n� .1 p 'I ,L! e ' (� ll �,:,� - `� "1 ! `� , .,y. +{ � I >.....i.• i 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 441.31 6„' to _ 3 "' �;4' ,, 38fY 6' `6" 685 ' 78 tor '1 0 1 Q, 0, . 15.4 '44 )154' 14'3"14"27"38" 46"56"68"78"88"100"1'1;1 '1�22 �� 134 •1X6 : 160" i • • . . • • • • • • • • • • • ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED WITH SYP OR SPE, NO. 2 OM eiETTER 4Ntli • • • • • TABLE 4 Section Width (ft) Panel Type Cen erStile Location (Measured from Left Edge) 1st (in) 2st (in) 3rd (In) ', 80_ ..:Shoot" '<-24812 ;.' 45g00:;` 7;11811, 810 Long 24.000 48.000 72.000 8 , 0 Bead 24.625 48.000 71.375 tat 8 2 .,:;Shari:t A�2431@..-.'t 49;9Q0',:, .. 7,3.6 4, 8'2 Long 24.500 49.000 73.600 812 Bead 25.125 49.000 72.876 `.8 4 ,,; .$hart,, " g4 58o -_ 59 000.." '_ ,7,6,429f *: 814 Long 25.000 50.000 75.000 8'i4 Bead 25.825 50.000 74.376 a 8'.6' $11ort `26 029' r. - 51 000 " Y 75,9i:1-gym 8'18 Long 25.500 51.000 78.600 8'1;6 Bead 26.125 51.000 75.875 .ar 8s:1a Short .e °T '6,559 ,,. mi52,td00..` 7,7041,.: 78.000 8'!8 Long 28.000 52.000 8';8 Bead 28.625 52.000 77.375 af.r:A , , 'SI1.0(fr: I:427i 03407i'4 .109, . '6;@8.6. 8'110 Long 26.500 53.000 79.500 8110 Bead 27.125 53.000 78.875 Y491'0 :t.1-14Abori,.. 1_21i696.. --M 090- . ;60404'''. 9'10 Long 27.000 54.000 81.000 9j0 Bead 27.625 54.000 80.375 REM onaeffir CF M110415 A 4Fg410I D A101 FW, LCQL 0:6 0 Fe3 A01ID 06-41-03 99 0 MID DfeCZ10 10/I0/II CRC ►ACE 8Y MAX SIZE , \� t SHt 1, ,, 9 a 14 ,�\\ F /A� PROM/Cr SPARED nz D+ N PADS `s"=�pesr \CEIVg F:P14/1 wile tee Florida -00.3 PSF TS q�.;•••';� e� Belk*. Code • NO 0048579 Aeo.Nnee Flo ,, ...' if ad a fr 13 URGEi9SSLE ¶A •STAT OF •....„....•.: (MPACr o•A` "' RESISTANCE 's„N`s • 4 O...... �yIC/ PRODUCT MIOVISED 00111Peylo0 wit Fetid• Marling Cods A 9• No ^4 0 . s6 Control 145 CRRRNGC COAT VIN510N-9AE211, KC. 27105 VVVAI4AR2011 MODEL 950 HUMOR (24 GA) 1000, 2000 MODEL 000 OAK SUMNIT (24 GA) 10110, 2000 SHORT, LONG, PLUSK, AND OAE sumer PANELS 91 mar al OAT 03/12/10 MAW RAW B 06018811 AN DAR ot/R/os IRC-9509-180-21 SHED 3 IF S • -• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - 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. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code' • • • . This product is approved as described herein, and has been designed to comply wi.h•flee Flo�i8�•13ailding Code, including the High Velocity Hurricane Zone.- LDESCRIPTION: Series "S11-700" Aluminum Single Hung Window — I:.M:I •• APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung W odow, Imp','sheets r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/economy and regulations governing the use of construction .•• •. •• • through 11 of II, dated 09/01/05, with revision F dated 05/05/16, prepared byu cturer 1i ed and •• P 1?l�l�l �� �.. �:' sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Copt,r'bj jtevisiott,$twp with the Notice of Acceptance number and expiration date by the Miami -Dade County Produat•ControI Section. MISSILE.IMPACT RATING: Large and Small Missile Impact Resistantll •. • -- • • . • • LABELING: Each unit shall bear a permanent label with the manufacturer's itiltpt Or logQ,pity4 state: model/series, and following statement: "Miami -Dade County Product Control Approved", unless t$J erwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration 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 of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. .• MAMI•DADE COUNTY APPROVED rirakia NOA No.16-0714.06 Date 'March 26,2021 proval Date: August '18, 2016 Page 1' • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision F dated 05/15/16, prepared by manufacturer, signed and sealed by Anthony 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing. ral3oratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL:$V0; date4.11(16/1 , 06/07/16 and 06/02/16 respectively, all signed and sealed by Wallis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • 2) Uniform Static Air Pressure Test, Loading p& FBC TA'S 20'Z-94 • 3) Water Resistance Test, per FBC, TAS 202-94• • • • • • • ..4) Large Missile Impact Test per FBC, TAS 20.1' 94• • .... • • . 5) Cyclic Wind Pressure Loading per FBC, T4.403-94 • • 6) Forced Entry Test, per FBC 2411.3.2.1, TA'S 202-94 • • along with marked -up drawings and installation diagram of an:aluminum hngl ehung' window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Tesj Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1) Air infiltration Test, 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 single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) Manuel PeraJE. Product Control E Mir er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18,2016 E-1 . • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 5. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) •• • • • • .... 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • .•. . • . • • 2) Uniform Static Air Pressure Test, Loading pole fac TAS 112 94 • 3) Water Resistance Test, per FBC, TAS 202-94•••• • • ..4) Small Missile Impact Test per FBC, TAS 201'94. :'. '. • 5) Cyclic Wind Pressure Loading per FBC, T4M -94 •..;: • • 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 2X-94 •.... • • along with marked -up drawings and installation diagram of attak rtinum single hung • • window, with fin frame, prepared by Fenestration Testing Labbratoi'y, Inc,,.Tat • Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both signet and staled by • Edmund() Largaespada, P.E. •.•• (Submitted under NOA No.05-1018.01) 7. 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 single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-1018.01) Manuelfi .E. Product Control x'i iiner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Compatf.(tMA) for their "Safiex Clear and Color Glass Interlayers" dated 06/tI 9/J 4. expiring en 05/21/16. •• • "' • •2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amer3� ,jtic. for their. • .• "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 1,2/1 j/16. • • .•. .. F. STATEMENTS . • • " • 1. Statement letter of conformance, complying with FBC-5th Ediji ;2014), Fi'afdd Mar 16, 2015, issued by manufacturer, signed and sealed by A. LynII Miller, P.F. • (Submitted under previous NOA No. 15-0519.08) • • • 2. Statement letter of no financial interest, dated May 16, 2015, istried:by marnrfaeturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.08, issued to PGT Industries for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. E-3 Manuel Pet, Product Control E am er NOA No. 16-0714.06 Expiration Date; March 26, 2021 Approval Date: August 18, 2016 • • • . • Repel ey JR GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE •PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX•PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7/16' LAMI-CONSISTING OF (2) LITES OF 3/16"'ANNEALED GLASS WITH'A .090''KORARAY BUTACITE°PVB'(BY KURARAY AMERICA, INC.) OR .09018AFLEe...P-VB.INTERLAYER-(BY-EASTMAN.CHEMICAL COMPANY) E. 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE • PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8"ANNEALED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE. PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITgB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX ePVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) UTE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE B Y KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE•PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% 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-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2010 •AISIS100-07/s2-2010 •• ••• • • • • • •• 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF• /HE FLoDA418Igoh G 13D:,II�CL& DING THE HIGH VELOCITY • HURRICANE ZONE (HVHZ). • • • • • • • • • •• ••• •• • • • •• 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. 05/05/16 F ADDED SPACERS TO SHEET 2. Oda: Reed as cer Drs. OK F.K. Deb, 9/1/05 checked •. J.J. Data. 2/23/07 • ••• • • • 1070 TECHNOLOGY gBIIE N. VENICE, FL 3445. • P.O. BOX 1529 NOKOMIS, 9.34274 • ••• • • "dr. Visibly Better • • • ERAL NOTE§ • ALUM. 9INGLE4-TUNG WINDOW, IMPACT •ew.Ncd.t SH700 NTS s4wt 1 r 11 4040-20 Rr F NOA DRAWING MAP 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 7 ANCHORAGE 8-11 91101/UCT REVISED as cem1plying with the Florida Building Code Acccpumco No 6- )xpmtipn Date Product Confrnj- • .• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS KODISPACE „ 4SG TPS Rm. Br 0.s* Reriglorm JR 0&V6118 F 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS (30,81 or 80 CED amen 0 F' ��T 1/2GLA"NSOr� S o , 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI (36,87,88 or 90 SILICONE STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS HOT -MELT BUTYL 1/2" NOM. GLASS BITE Part# Description Material 71 Kommerling 4SG TPS Spacer System See this Sheet for Materials 72 Quanex Super Spacer nXT with Hot Melt Butyl 73 Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GL`AS403,84 or 8) ® I ' 1/2" NOM. �. ' GLASS BITE o EXTERIOR INTERIOR (ALL SECTIONS) 'PVB" = KURARAY BUTACITE• PVB INTERLAYER or SAFLEX PVBINTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16" ANNEALED OR HEAT STRENGTHENED GLASS — .090 PVB INTERLAYER — 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI (39,90 or 9D 3/18" NOM. BUTYL & DESICCANT FOAM EXT. GLASS - INT. GLASS W7P' INT. GLASS ADDED SPACERS. 72 SUPER SPACER®NXTTM Rwtaey: NOW WrYfine o.w sr F.K. 9/1Nb c{.e.oer J.J. � 3/07 • INT. GSA S • • DURASEA®••• SPACER • ••• • • 1070 TECHNOLOGY DRWE N. VENICE, FL 3445 P.O. BOX 1528 • • NOKOMIS, FL 34274 ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. Ili i t.4. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT.• GLASS I� , ••• • • • • • • • • • • • • fr• •INT. GLASS • • • XL EGGS' 74 SPACER • •• • 1 Visibly Better GLAZING 11ET•4ICS •rye • • • • • it UM. 4l(VQLE HUNG WINDOW, IMPACT e.w,e.r ... • arwe e,..p.Rn a.: SN700 Full 2 d 11 4040-20 F NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18" WITH NO CHANGE IN DESIGN PRESSURE. PRODUCT REVISED es complying with the Florida Building Code AAcceplentx Not O l4-. Expiralityl Date 1214.1 By Miami L • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 1. WINDOW HEIGHT 63" 66" 68" 70" 72" 74" 76" 48„ A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 50" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 53 1/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 UP TO 631/8" C,D,E,F,G,H,I,J,K,L +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH GLASS TYPE WINDOW HEIGHT 38 3/8" 44„ 60 6/8" 63" 72" 74" 76" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 63 1/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +85.5 -65.5 UP TO 63118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 11 A CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT, W/ SASH = 76" FLANGED AND 76" INTEGRAL FIN) WIDTH 63 118" GLASS TYPE D,E,F,J,K,L4L TABLE 3 17 118" +80.0 [ -80.0 22 11/16" +80.0 L -80.0 28 3/16" +80.0 ] -80.0 33 3/4" +80.01 -80.0 39 6/16" +70.0 I -70.0 4413/16" +70.0 I -70.0 60 3/8" +70.0 I -70.0 66 16/16" +70.01 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4647, 4648 C. 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL-4647, 4648 D7/16" LAMI-(3/16"A,.090, 3/18"A)- - FTL-4645; 4885'"""7 E. 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4645 ___-*, F. 7/16" LAMI - (3/16"HS,.090, 3/18"HS) FTL-4845 G. 13/16" LAMI IG -1/B" T, AIR SPACE, 5/16" LAMI-(1/8"A,.090,1/8°A) FTL-4646, 4723 H. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/89HS) FTL-4646 1. 13/18" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL-4646 J. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL4649, 4650 K. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4649, 4850, 4958 L. 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL46g9f. 50• • •• oo • • • • • • M. 13/16" LAMI IG-1/8"A, AIR SPACE, 5/16" LAMI - (1/8"A,.090, 1/8"A) FTL-501113 • •• • • a l 1 MEETING RAIL W HT. MEETING RAIL STH i 1 MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSLJ1 bF t6g.a PS' OR LAMER At SI4OWN Ipl THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. • • • • • • • 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G, H, AND I MAYBE USED IN SASH ONLY • • • • • • • • • R"Nd Pon: Rend P* *senor F.K. Mb: 9/1/05 Choate den J.J. 2/23/07 • 1070 TECHNOLOGY OWE N. VENICE, FL 34:5 PO. BOX 1529 N000MIS, FL 34274 • • ecx Visi6/y Better • SIGN PRESSIYRES ALUM. t'1NOLMUNG WINDOW, IMPACT SH700 Da* NTS 3 " 11 4040-20 VT. MINUS SASH HT. _H R"" F PRODUCT REVISED as complying with the IM o n & Einildiug Cods Acccptaace No KO* 0 14, "^^ration Date �N L • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• 49 5/8" MAX. FIXED 53 1/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH D 75" MAX. 75" MAX. SEE DLO I.F. A A I.F. TABLE 2 D HEIHT SEE DLO HEI HT TABLE SEE DLO TABLE (MAX.) SEE DLO TABLE SEE DLO TABLE DLO (ALL) 48 1 /4" MAX. VENT DLO (ALL) DETAIL -A 1/ I B B DETAIL D VIEW (CUSTOM SASH) 76" MAX. FLANGED HEIGHT 38 7/16" MAX. SASH HEIGHT 75" MAX. I.F. HEI HT 20" SASH HEIGHT 76" MAX. FLANGED HEIGHT SEE DLO TABLE DETAIL B VIEW (STANDARD SASH) SEE DLO TABLE SEE DLO TABLE NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. • • • • • • • • SEE NO E4 E� 76" MAX. FLANGED HEI HT 75" MAX. I.F. HEI HT 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) .-• • • • • • • • • • 76" MAX. FLANGED HE HT • • • •• • • Bws M• 0s earownF !bad Ely.. Dale Revisions: D... OK F.K. Dm: 9/1/05 Cheated By J.J. 2/ 2/23107 • • • •• ••• •• 1070 TECHNOLOGY DOVE N. VENICE, FL 34475 • • • P.C. BOX 1529 N000MIS, FL 34274 • • • •• • C1 SEE DLO TABLE SEE DLO TABLE 75" MAX. I.F. HEIGHT SIE NO'E 4 DETAIL C RADIUS TOP (STANDARD SASH) • ricir£LEVATIO7A1S: ,, .ALUM. &INOLIVILING WINDOW, IMPACT Visibly Better ariallade HS 700 NTS Amok 4 d 11 D.aro No. 4040-20 76" MAX. FLANGED HEIGHT F PRODUCT REVISED ns complying with the 9Nil& Building Code /tc<epuntos FW I to-00 1,�pWii(M4 lute A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • •' • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • MAX. FIXED LITE DAYLIGHT OPENING MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING R.ad By 2.784" INSIDE I III/ 11.t� /` ,� t I From 11 (LOW SILL) Try SEE NOTE ABOVE „■'a- 11 liertf SECTION B-B (LOW SILL SHOWN) 7,8OR17 /UTSIDE ULTRALIFT ONLY HIGH SILL Road By Oa* R•Wpon. Read By wal 4• 114,44 F.K. Dew 9/1/05 cn.d.der. J.J. � 3/07 1 INSIDE 2. 46 HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 2. 30 LOW SILL LOW SILL HEAD OUTSIDE J O 2.710" I.F. FRAME (I 0 211111 ® rill allir OUTSIDE I J •• • . • 0. • • •• ••• •• ONLY SECTION C-C 2.946" (HIGH SILL) • 4i>� ALTERNATE HIGH SILL "• • 1070 TECHNOLOGY DRIVV N. VENICE. FL 34271 P.O. BOX 1528 • • NOKOMIS, FL 34274 • • Visibly Better RADIUS TOP (HEAD DETAIL - FLANGED VERSION) yaar • • SECTIONS: Sew • • • • •AVM. S GLE HUNG WINDOW, IMPACT .: •••• ueeeow Half 5 .t 11 4040-20 ds1a144•1: 8H700 F NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16) 2.710" PRODUCT REVISED ns complying with the Flaidt Building Code A00p�-0 14.0 Accoptnnec No 14pitai Dote ,.FTj7`yJ.t 1 RY /.� • , Miami , de Product A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. • ,-........-..—..• WINDOW HEIGHT SUBSTRATE: - 28.603 f 34.603 40.603 , 46.603 52.603, f 58.603 64.603 76.000 ANCHOR TYPE: - 1 o U U o 0 0 0 0 U 0 0 U o U• 0 o 0 0 o 0 0 O 0 0 WINDOW GLASS c� ci��O` Z z Ori�NO^Oc't ro Z Z Ih Z O"Oc'I�NO' Z s+r Z Z or m Z 7 O'Oc'IC�'O' Z o) Z Z Oc'/ c) Z O'Oc�CN0'0 Z c-s Z Z WIDTH TYPE 0 .; 0 00 c> , . 0 c0 0.0 U O 0 0 0 0 C,D,E,F,G 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 112 1111 111 112 111 112 212 112 212 212 212 2j2 212 212 212 212 212 212 212 212 212 213 212 313 19:125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1(1 1_11 112 111 1(2 212_112 212 2j2 212 212 212 212 212 212 212 212 212 212 212 213 212 313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 112 111 112 112 112 112 212 112 212 212 212 212 212 212 212 213 212 212 2 3 212 213 313 212 313 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AgM ;_ 112 111 112 112 112 112 212 112,212 212 212 212 212 212 212 213 212 212 213 212 2[3 313 212 313 ' C,D,E,F,G, 1 1.1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 .11 :,1-1,I,J,K,L 1(2 112 121-2 213 112 212 213 112 213 213 212 213 213 212 213 313 212 3[3 314 312 313 314 313 414 32.000 .. 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 it A B,M 112 112,212 213 112 212 213 112 2 3 213 212 213 213 212 213 313 212 313 314 312 313 314 313 414 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 L 37.000 H,I,J,K,L 212 112 212 213 112 213 213 212 213 213 212 213 213 213 213 314 213 313 314 313 314 315 313 414 r_ 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 -L.-1, L" # ,1 x ABM _ 212 ....1 112 212 213 112 213 213 2'2 213 213 212 213 213 213 213 314 213 313 314 313 314 315 313 414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 22 112 212 213212213213212213213213213214213313 314 213 314315 313 314 415 313 414 2 2 2 2 2 2 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 112 212 213 212 213 213 212 213 213 213 213 214 213 313 314 213 314 315 313 314 415 313 414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 212 212 212 213 212 213 213 212 313 214 2 3 313 314 213 313 314 213 314 315 313 314 415 314 415 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 212 212 213 212 213 213 212 313 214 213_313 314 213 313 314 213 314 315 313 314 415 314 415 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 212 212 212 213 212 213 314 213 313 314 213 314 314 213 314 315 313 314 315 313 4[5 416 3j4 515 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 212 212 2 2 213 212 213 314 213 313 314 2 3_314 3[4.21i•3,14.3!`3�3 814 a15 31, 415.416 314 515 PSF 72 79 79 • • • • • • • • II • C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 Q '3• : :2: : V' 3 •.3 2 3 53.125 H,I,J,K,L 21-2 212 2 2 213 212 213 314 213 314 314 213 3 4 314 3 3.314•31g 311'1'414.416 514•41 416 314 516 g M 2 -212 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 213 212-212 212 213 314 213 314 314 213 314 314 31.3 4144315 311 41145 313 41,5 416 314 415 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN QIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 1 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 21 3 Vs. w,W BY, Ore,: Dar Dram WI, F.K. ar 7/29/05 cmaseey J.J. 2/23/07 • 1070 TECHNOLOGYRE N. VENICE, FL 34 • • P.O. BOX 1529 NOKOMIS, FL 34274 • • Visibly Better D..n •• • • •ANCIJOROSE,SPACING, 1/1 WINDOWS ALUM. SIWGLEJ-i•UNG WINDOW, IMPACT SH700 NTS 8 • 11 DmaRg 4040-20 R. F PRODUCT REVISED as complying with the Fltnida Building Code Acceptance No 1 U nun. .t Date A. LYINN Mk L R, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ITEM DWG# DESCRIPTION 2 3 4002A 1155 4003C FLANGE FRAME HEAD #8 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) 5 6 7 8 9 1626 4004 4025 4025 4029 ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 3/8", 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/8" PGT# 612225 781 PQA 612226 7PAD1626 612227 612244 612244 6BALCVR916 11 12 13 15 1085/1086 #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE #8 X 1 PHILLIPS FLAT HEAD S. STL 16 1080-1 BALANCE COVER,11/16" 7834AA 78ALTBKT 42504 78X1FPAX 6BALCVR670 17 4053 SASH STOP COVER 18 19 21 23 25 28 27 28 30 31 34 35 36 4029-1 4054C 4006C 1235 1096 1016 4007 1226 4008 1268 1622 1052 SASH BRACKET #8-32 X1/2" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X.270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAMI SETTING BLOCK 3/32" X25/84" X 1" LAMI IG SETTING BLOCK 1" X 3/4" X 1 /16" 64053 7ULBRKT 7832X12FPFX 37 38 41 42 44 45 48 47 48 49 50 52 53 54 55 56 57 58 59 1224 1225 4039E 40448 4222A 985C 4087 4071A 4072A 4073A 4074E 4009 1088 2740 1014 1630 1631 1073 1624 VINYL GLAZ. BEAD BULB (THICK) VINYL GLAZ. BEAD BULB (THIN) GLAZING BEAD, 5/16 LAM. GLASS. GLAZING BEAD, 5/16 LAM! W/GRILL KIT GLAZING BEAD, 7/16" LAMI GLAZING BEAD, 7/16" LAMI W/GRILL KIT GLAZING BEAD, 13/16" LAMI I.G. FRAME, I.F. HEAD FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOWSILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. & VER.) SCREEN CORNER KEY WIRINGS SCREEN CORNER KEYVINOUT RINGS SCREEN SPRING SCREEN SPLINE - .135 DIA FOAM 64054C 64006 67S16G 71096 7858 612230 6TP249 612231 42501 71822K 71052K 6TP247W,K 6TP248K 64039B 844703 64222 6985 64067 64071 64072 64073 64074 764009 7SPRNG 62740 61014 71830 71631 7CASP 61624K ON".' Rona er Dec Revisions, Minder ar: a"",: er F.K. wig 9/1/05 mmower J.J. 2/23/07 • ITEM DWG# DESCRIPTION POW 60 1635 SCREEN SPLINE -.135DIAHARD 81635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 1/2 - 7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS 5/16" LAMI, (1/8"A,.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAMI, (1/8"A.090 PVB,1/8"A) 84 E. GLASS, 7/16" LAMI, (1/8"A.090 PVB,1/8"HS) 85 F. GLASS, 7/18" LAMI, (1/8"HS,.090 PVB,1/8"HS) 86 G. GLASS, 13/16" LAMI 10;1/87, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"A) 87 H. GLASS, 13/16" LAMI IG; 1/8'T, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8"HS) 88 I. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" LAMI, (3/16"A.090 PVB,3/18"A) 90 K. GLASS, 13/16" LAMI 10; 1/8"T, AIR SPACE, 7/16" LAM, (3/16"A.090 PVB,3/16"HS) 91 L. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" LAM, (3/16"HS,.090 PVB,3/16"HS) 92 M. GLASS, 13/16" LAM IG;1/8"A AIR SPACE, 5/18" LAMI, (1/8"A,.090 PVB,1/8"A) •• • • • .784 .062 1.830 J 47 FRAME, I.F. HEAD #4071A, 8063-T6 • • • • • • 2.908 .082 NOM THICKNESS 71 OFRAME, I.F. HIGH SILL 43A • • • • 49 • 076063-T6 • •••1111C1• • • Visibly Better • • 1070 TECHNOLOGY DIVE N. VENICE. FL 3R75 •• P O. BOX 1529 NOKOMIS, FL 34274 'PARTS LIAT 2.878 .062 3. 55 0 FRAME, .F. LOW SILL #4072A, 6083-T6 2 2.374 .062 NOM THICKNESS ®FRAME, I.F. JAMB #40748,6063-T6 (USED AS RADIUS TOP HEAD) yw • • • • I -UM. U GCE`MUNG WINDOW, IMPACT 6eM"4MV saw _t. 5H700 NTS 6 > 11 4040-20 Row F PRODUCT REVISED as complying with the Fletlde Building Code N I -0 14.O$ Aca:pixnu: n ISTpirnlit)n Datn A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 0 FLANGE FRAME HEAD #4002A, 6063-T6 .062 2.710 O FLANGE FRAME JAMB #4004, 6063-T5 (USED AS RADIUS TOP HEAD) .062 21 FIXED MEETING RAIL #4054A,6063HD-T6® 3.446 .062 Imo- 2.784 -►I 0 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 23 2.946 2.830 .062 - 2.784 2.330 FLANGE FRAME SILL #4003C, 6063-T6 ►-.062 11.490 �1.451_1 OSASH STOP #4025, 6063-T5 2.279 1.707 062 SASH TOP RAIL #4006C, 6063HS-T6 (LOW) F--1.513 -�-1 .040 [.738 17 SASH STOP COVER #4053, 6063-T5 28 2.326 --►I I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL VIEW D-D (1!1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .050 1.185 .678 1.098 I 7 062t349 GLAZING BEAD, 5/16" �� 41 #40396, 6063-T5 0 SASH SIDE RAIL #4008, 6063-T5 WELD ALONG SCREW BOSS (2) SASH BOTTOM RAIL (LOW) #4007, 6063-T5 J 2.638 1 •• • • • • • • • •• • • •• • • • 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 .062 R.wd* : Rend17• 0M. Reed By u.n: or."„ey F.K. 0.9/1/05 Clocked ey. J.J. Dab: 2/23/07 • • • • • • .678 1.096 44 GLAZING BEAD 7/16" #4222, 6063-T5 • • • • • •• • • 1070 TECINOLOGARIVE N. NI •:E, FL 3*/§ • P.O. BOX 1520 NOKOMIS. FL 34274 • • • • • • .678 • • •1.119 45 GLAZING BEAD, 7/16" #985C, 6063-T5 • ...(USED W/ RILLVT) • • • J .050 .678 1.096 �----+I GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) .683 O50 �I I 1.097 GLAZING BEAD, 13/16" IG #4067, 6063-T5 o,,,A, • • 61irl4J4ONS & FRAME CORNER DETAIL ;4Lt1M. SINGLE HUNG WINDOW, IMPACT Se** SH700 Half 0 11 Ha4040-20 VIEW E-E PRODUCT REVISED os complying with the Flnri4o Building a (�-O )4,WO Aceaplonce ptnnce No Expiratipn Date 'WJ , y1D21 Dy�/ Miami ode Prnd"ct Con rol I F •J A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 = p " O 0 N O U 0 �Z U 0 cc O 0 N O U 0 ' O U 0 cc,1 O 0 N O U 0 'O U 0 CN? O 0 N O U 0 —O U 0 (0) O 0 N O U 0 —O U 0 cf•o O 0 N O U 0 —O U a N O 0 N O U 0 —Z U 0 cnm O 0 N O 0 0 HO U ANCHOR TYPE: WINDOW GLASS WIDTH TYPE C, D, E,F,G, 1 1.-.. 1 1 1 1 1 1 1 1 1 1 1_.. 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 112 111 11.1 112 111 112 212 112 212 212 212 212 212 212 212 212 212 212 212 212 212 213 212 313 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A13,M 112 111 111 112 1_11 112 212 112 212 212 212.212 212 212 212 212 212 212 212 212 212 213 212 313 C,D,E,F,G,1 1 1 1 1_.. 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 112 111 112 112 112 112 212 112 212 212 212 212 212 212 212 213 212 212 213 212 213 313 212 313 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB'M 112 111 112 1_2 112 112 212 112 212 212 212 212 212 212 212 213 212 212 213.212 213 313�1.2313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1 12 112 212 213 1 12 212 213 1 12 21 3 213 212 2 3 213 212 213 313 212 313 314 312 313 314 3'13 414 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 112 112 212 213 112 212 213 112 213 213 212 213 213 212 213 313 212 313 314 312 313 314 313 414 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,J,K,L 21 2 112 212 213 112 213 213 212 213 213 212 213 213 213 213 314 213 313 314 313 314 315 313 414 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AB'M 212 112 2j2 213 112 213.2 3 212 213 213 212. 213.213 213 .2_13 314 213.313 314 313 314 315 313 414 PSF 79 40.000 C,D,E,F,G, 222 122 I ' 222 223 111 22 213 i_ 223 212 23 21 2I13 2123 _. 2I23 24 I 213 3l23 3124 2123 3I1 I24 35 3I23 3I24 4I25 3123 4124 2 2 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB'M 112 212 213 212 213 213 212 213 213 213 213,214 213 313,314 213 314 315 313 314 415 313 414 212 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 212 212 212 213 212 213 213 212 313 214 213 313 314 213 31 3 314 213 314 315 313 314 415 314 415 ABM 2 2 2!2 .2 212 2 213 2 212 2 213 2 213 2 212 2 313 2 214 2 213 2 313 2 314 2 213 2 3_13 2 314 2 213 2 314 2 315 2 313 2 314 2 415 2 314 2 415 2 2 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2......2 2 2 2 2 3 2 2 3 2 2 48.000 1-1,1,J,K,L 212212212213212213314213313314213314314213314315313 314315313415416314515 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB'M 212 212 2 2 21 3 21 2 213 314 213 313 314 213 314.314 r1 3:4 31 441.3_ 314 31b•t1 3 415 416 314 515 PSF 72 79 79 • • I • •• • • • • ••• C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2• • 5 . :.2.:3' • i2 i• 2 3 3 2 3 53.125 H,I,J,K,L 212 212 212 2T3 212 213 314 213 314 314 213 314 314 313 314 315 313 4 4 416 314 415 416 314 516 AB,M 2 2 2 2 213_212 2 2 213 2 314 2 213 2 314 2 314 2 213 2 31* 3 2 3 1,613 2 3 2 314315191 2 414 3 414 2 2 314.415 3 416 2 314 3 415 2 2 212 2 2 Roo — w Rawl DWx Dolor Orson Ely F.K. Mew 7/29/05 Checked By J.J. Dw 2/23/07 • • • 1070 TT�HNOLOGY:NeVE N. wiCi, FL 34Z75 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) 118 HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 213 2 213 Ad(CHO/a4GE SPACING, 1/1 WINDOWS • ALUM. SINGLE HUNG WINDOW, IMPACT 4.1Wtlt SH700 • • • •-•-• • • NTS Swat 8 + 11 Ormeov 4040-20 W F PRODUCT REVISED as complying with the Florida Building Code Acceptance No lat m Date t+I,i 1 :. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE:„.29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE:----_. -O 0 0 0 0 0 0 0 0 0 0 Z 0 ZchO 0 0 Z 0 Zr)O 0 0 z 0 Z"O 0 0 z 0 zcoO 0 0 z 0 z WINDOW WIDTH GLASS TYPE "O NANO—ONNO^ONNO{ONNO^ONQNO—ONNO—ONN0-0(VNO-O �i Z O Zc?O U z 0 Zc U 0 z U zc'O U U U r{ 0 0 U 0 g U U U U C,D,E,F,G, H,I,J,K,L 1 t I 1 1 1 1 1 1 11 1 1 2I2 1 211 1 212 1 212 1 211 1 212 1 212 1 212 1 2[2 1 212 1 212 1 212 1 212 1 212 1 212 1 312 1 212 1 312 1 312 1 2I 2 1 312 19.125 A,B,M 1 111 1 111 1 1[1 1 212 1 211 1 212 1 212 1 211 1 212 1 21.2 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 31.2 1 212 1 312 1 312 1 212 1 312 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 111 1 [ 1 1 1 1 21 2 111 212 212 21 2 212 2I 2 2I 2 212 21_2 212 312 3I 2 212 312 312 21.2 312 312 212 312 A,B,M 1 1J1 1 111 1 111 1 212 1 111 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 312 1 312 1 212 1 312 1 3[2 1 212 1 312 1 312 1 212 1 312 PSF 68 77 32.000 C,D,E,F,G, H,I,J,K,L 1 -'it) 1 1 1r2122122122132122[2313212313313312 1 1 1 1 1 1 2 1 1 2 1 1 313.313212 1 1 1 31.3 1 413 1 312 1 413 1 413 1 312 1 413 ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 111 111 21.2 2.12 212 213 212 212 313 212 313 313.312 313 313 212 31.3 413 312 41.3 413 312 413 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 .313 1 2 2 1 2 2 1 2 2 1 2 2 1 2 .413 37.000 H,I,J,K,L 1 1 1 I 1 1 I 1 2 [2 212 212 213 212 213 212 313 313 313 413 3I 3 31 2 313 413 312 413 414 312 ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ill 111 1 1 2 2 212 212 213 212 213 313 212 313 313 313 413 313 312 313 413 312 413 414 312 413 PSF 54 79 62 79 40.000 C,D,E,F,G, H,I,J,K,L 2 i I1 2 111 2 1r1 2 2 2 2 2I2 2 212 2 213 2 212 2 313 2 313 2 212 2 313 2 413 2 313 2 413 2 313 2 313 2 413 2 414 2 313 2 413 2 414 2 313 2 513 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 11 1 1 1 212 2!2 212 213 212 313 313 212 313 413 313 413 313 313 413 414 313 413 414 313 513 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 —2-1-2- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L i 313212 31 3 314 21 3 313 414 3I 3 41 3 414 31 3 4I 3 4 4 313 413 414 313 514 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1[1 1�[1 2I2 212 2fi 3[3 212 313 314 213 313 414 313 413 414 313 413 414 313 413 414 313 514 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 1 [1 1 f 1 1 r1 21 2 212 Ili (3 212 313 314 313 313 414 313 414 414 313 414 414 413 514 414 413 514 A,B,M 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1 [7 _2 1 [1 111 21 2 212 2r. 3 3 212 31 3 3I 4 313 313 4 1•4 618044164 414.3I 3 4140414•4�I 3 514 414 413 514 PSF 41 67 46 87 76 79 1 • • • • • • t • C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 'A 2. 3 '3 ' 2; •3' 1 3• F. 3 3 2 3 53.125 H,I,J,K,L "II1 313 414 313 4[411 4 5 414c4I4 3,13 414°51•5°413 514 515 413 514 A,B,M 2 1[1 2 111 2 111 2 2T2 2 212 2 212 3 3_13 2 313 2 313 3 414 2 '313 3 414 3 414 2 313_ 3 414 3 2 414 313 2 414 3 514 2 413 3 514 3 514 2 413 3 514 R...dey wt. Re s.der. 0N. Ra..dBy: Dab: F.K. 7/29/05 aKKa.der J.J. 2/23/07 • • 1070 TECHNA.OGY a¢IVE N. VENUE, FL 34206 • •• P.•. il:i( 1529 • NOKOMIS, FL 34274 Visibly Better ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITEDI[ 117 HEAD 3 JAMB ABOVE 3 13 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DPI HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 212 ANCHORAGE SPACING, STANDARD VIEW n.• • • ALUM..SJNGLE HUNG WINDOW IMPACT Ormtv e,24040-20 SH700 acsle NTS Mot 9 0 11 dor F PRODUCT REVISED to complying with the Plod& Building Code Acceptance No 1 O I`4'CXo innklq Dale 2021 A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • •• •• • • • •• • ••• • • • ••• • ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: . 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: --❑ 0 O ❑ 0 O ❑ ❑ 0 ❑ ❑ 0 ❑ ❑ O ❑ O 0 0 ❑ 0 0 ❑ 0 0 -O WINDOW WIDTHTYPE GLASSM5O `s'O 00300 -Z N'Og NO -O( -O 00 -Oot NO 00 -O -O 0 -ON 0 NO UO -OtN?O NO 0U -zt O 00 19.125 D,E,F,J, K,L 1 1. 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 . 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 0,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 K,L 1 1 1 2 2 2 3_ 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 ._.1__ _..Z_. 2 2 3 3 3 4_ 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 _. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 .1 1 2 2 2._-._3 3 3 4 4 4 4 3. 5 4 3... 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5_ 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 84 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE-, o 0 0 0 0 0 0 e) 0 0 Z 0 Z o t? 0 Z 0 Z o M O 0 Z 0 Z`V o r? O 0 Z 0 Z 0 e7 0 0 N Z 0 Z 0 t"? 0 N Z 0 Z "DM WIDTH 0 O �I9 3 N Z 00 Z OONQ c? O S N Z 8 Z 8cNi N 8.-8`4 gO N cg U 5 N 0^N cg j N 8 8 � • j O-ON 0`8 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2_ 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 1 2 2 2 2 3_ 2 1 3 3_I 2[ 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 I 2 I 2 2 2 2 3 12 _I 3 3 12 13 3 J_3 J_3 J 3 1 3 4 I .J 4 4 I 3 I 4 68 78 • • ..4 • • • • i • • 44.000 2 2 I 2 2 2 2 3 2 1 3 3 I 3 I 3 't ,I 3 1.1 •'' : 3 I: j. 1-114 5 I 3 I 4 63 72 79 • • -.4 • • • • a • • e3174 48.000 2 2 I 2 2 2 2 3 2 I 3 4 13 13 4413 4 1 3 1 4 5 I 3 I 4 73 52 66 728 53.125 2 2 2 2 2 3 3 3 4 13 14 4) 4 5.I 3 1 I I 5 13 15 _3 .45 .3 •5 Rowdily Rend ar ar• Amigo.: F.K. Dar: 7/29/05 cheater J.J. err 2/23/07 • • 1070 TECIyIOLOGY WIVE N. Vij•II•CE•, FL 34458 P). BOX 1529 NOKOMIS. FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2, USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 4 TABLE 8. KEY: MAX. PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 PRODUCT REVISED as complying with the Florida Building Code Acceptance No l;Xpirat Dote Wm. dr. Product Cooh .- 21 • ArHAIGE SPACING, CUSTOM VIEW Visibly Better kl%M SINGLE HUNG WINDOW, IMPACT SH700 NTS mane 10 d 11 arwY 5 4040-20 are F ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-3/4" MIN. EDGE 3.35 KSI MIN. CONCRETE OPTIONAL 1x \\ WOOD BUCK (SEE NOTE 4) By Oaf*: EXTERIOR INTERIOR ALL HE 1 CONCRETE ANCHOR (SEE NOTE 1 1& 3) 1 1 3/8" MIN., 1/4" TAPCON 1.3/4" MIN., 1/4" CRETE-FLEX i 1/4"�MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 2x WOOD BUCK (SEE NOTE 4) (SEE NOTE 2 & 3) 1/4" MAX. SHIM 1-3/4" MIN EDGE CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 4) 1 3/8" MIN. NOTES: WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1" MIN. EDGE 1/4" SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1 3/8" INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE MIN. 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL 8E 1/4" i OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT 1" M1N.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 2-1/2" EMBEDMENT .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. Reeepas: 1/4" MAX. SHIM -..--WOOD FRAME 2-1/2" EM 5/8" MIN. EDGE 1/4" MAX. SHIM DETAIL F, (HEAD) 5/8" MIN. EDGE WOOD FRAME .131 DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 1SI•DIR1.4. • • BIc 21/2" NAI • Ai CORNERS • • AND0S" O.C. •• ••• •• DETAIL E, (JAMB) • • • • 1/4" MAX. SHIM 5/8" MIN. EDGE WOOD FRAME -1/2" EMBEDMENT • • • •• DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE • ... • ••. • • • • • Roeder CUM Daler Rob anal By F.K. 9/1105 a"ae BY J.J. 22/23/07 1070 TECHJ&OGY IytIVE Ffr N. VE. FL 34 5• P%% Px 1529• NOKOMIS, FL 34274 • • • • ANCHORAGE DETAILS •IGT LAM!SIAIGLE HUNG WINDOW, IMPACT Visibly Better 4MBi/10N1 �` Bn..e m4q Ba SH700 NTS 11 d 11 4040-20 • PROl1UC I' IU:YISED Bs complying with the Florida Building Code Acceptance No•'.-0 P `".-(o Expiration Date iFT.t�-t"i�� •.) BY Miami Jadee Product Raw F A. LYNPI Iu{ILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 RER - 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. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable puildjng cod% • • • • This product is approved as described herein, and has been designed to comply Aitb•thg Florid Building MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786)315-2590 F (786) 315-2599 www.miamidade.aov/economy Code, including the High Velocity Hurricane Zone.- • • •• . DESCRIPTION: Series "CA-740" Outswing Aluminum Casement WifirdiNFIENTAT APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Weil-tv Detiils •,EM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, pgepared by marutfacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County product Control, F.evision stamp with the Notice of Acceptance number and expiration date by the Mianii County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile_Impact_Resistant J • • • • • .• . . . . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city; state, model/series, and following statement: "Miami -Dade County Product Control Approved", 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 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 sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMWADE COUNTY APPROVED NOA No. 16-0629.21 Eapiration4Date: April11, 2018 Approval Date: August 11, 2016 ^ Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, signed and sealed by Anthony 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer systm end XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing S.abgfatory Inc., Test Reports No. FTL-8717, FTL-8968 and FIT-$wi,:dated. •11 /� 6/15, • • • 06/07/16 and 06/02/16 respectively, all signed and sealed by IdAlil4SOrtega, P. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading pe= 1 C, TA$ QQ 94 3) Water Resistance Test, per FBC, TAS 202-94.. •.. •• • • •• • • 4) Large Missile Impact Test per FBC, TAS 20»1'-'• • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS'203:94 • '• 6) Forced Entry Test, per FBC 2411.3.2.1, andI'AS.'/02-93 along with marked -up drawings and installation diagram of a series' CA740.outswing . • aluminum casement window, prepared by Fenestration Testing Laboratory, InC4est Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-56 Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). f Manuel ` ' e `1'.E. Product Contro Exa iner NOA No. 1 629.21 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 0.90Z016, • signed by Ishaq Chanda, P.E. • . G. OTHERS 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries pr heir S;ne4s7:'CA- . 740" Outswing Aluminum Casement Window - L.M.I." approvadaa.07/16/•.1Land • • •• expiring on 04/ll/18. •• •• •••' • • • . . • •• E-2 • . • .• .. • • • . .•• . • • 9/7 Manuel Pere Product Control Ex NOA No. 16- Expiration Date: April 11, 2018 Approval Date: August 11, 2016 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES' TEST REPORTS FTL-7065, 3579.3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA ND5 FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. Glass Types Sheet # 1 5/16" Lam' (1/8 An - .090" PVB - 1/8 An) 5 2 7/16". Lami (3/16 An - .090" SG - 3/16 An);,-. > -"' "- ' - 6 3 7/16" Laml (3/16 HS - .090' SG - 3/16 HS) 7 4 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8' An - .090' PVB - 1/8" An) 5 5 7/8" Lem!. IG (1/8" T- 7/16" Air - 1/8" An -.090" PVB - 1/8" An) 8 6 7/8' Lami. IG (3/16" An - 1/4" Air - 3/16' An - .090" SG - 3/16" An) 9 7 7/8' Lami. IG (3/16" An - 1/4" Air - 3/16" HS - .090" SG - 3/16" HS) 7 8 7/8° Lami. IG (3/16' T - 1/4" Air - 3/16" An - .090" SG - 3/16" An) 9 9 7/8' Lami. IG (3/16' T -1/4" Air - 3/18" HS - .090' SG - 3/16" HS) 7 PVB". BUTACITE® PVB BY KURARAY AMERICA, INC. SG"= SENTRYGLAS® BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. 3r WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476" (HEAD & SILL -�- B, SEE SHEET 2 69" VISIBLE LIGHT HEIGHT (DLO) I 1 / \ \ / / / / / 1/ i \ I / / i \ 17-1/2" MAX. A, SEE O.C. SHEET 2 6' MAX. O.C. _ USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26' OR OVER 5/16' LAMINATED GLASS STACK GLASS TYPE 1 7/8" NOM. GLASS STACK 7/18" AIRSPAC 1/8" ANNEALED OR TEMPERED GLASS EXTERIOR 7a 6" HEIGHT 4" MAX. B 4 4-1/2' MAX. O.C. IF W DTH IS 33.476" & OVER (HEAD & SILL) 30' VISIBLE OPENING (DLO)�� TYP_ ELEVATION OF CASEMENT WINDOW STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-S100-07/S2-2010 GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCHOR QUANTITIES 4 DESIGN PRESSURES 5-9 ASSEMBLY DETAILSBOM 10 EXTRUSIONS/SPACER 11 • • a • . 1111111111I//S Y!i'I�T 4.• • ‘s ,, fit ..•... • • •a*:••• •. *Z • 41 '4..• �jftoT!G • Of ••77III1^L•111• • N N A. LYNN E LLER P.C. A90" BUTAGTE ®PVB BY KURARAY AMERICA, INC. 1/8' ANNEALED GLASS 11/16" GLASS BITE 7/16" LAMINATED GLASS STACK 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS B' NOM. 3N 8' LAMINATED GLASS STACK GLASS STACK 1/8" ANNEALED GLASS .090" BUTACRE®PVB 1/4"AIRSPACE BY KURARAY .090" so® BY KURARAY —AMERICA, INC. 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS 4 11/16" GLASS BITE GLASS TYPES 21.31 AMERICA, INC. 3/16' ANNEALED GLASS 118" ANNEALED EXTERIOR 11/16' GLASS BRE GLASS TYPES 4 & 5 7/8" NOM. GLASS STACK TEMPERED 1/4'AI 3/18" EXTERIOR RSPACE II GLASS iti mil AlI� 7/16" LAMINATED GLASS STACK 3/18" ANNEALED OR HEAT -STRENGTHENED GLASS .090" SG®BY KURARAY AMERICA, INC. 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS 11/18" GLASS BITE GLASS TYPES 6 & 7 7116"LAMINATED GLASS STACK 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS .090" SG® 8Y KURARAY AMER/CA, INC. 3/16" ANNEALED OR HEAT -STRENGTHENED GLASS 4 11/16' GLASS BITE GLASS TYPES 8 & 9 P.E.958703 • • A RT. O• F AJTH. #29296 •• • INOLOGY DRIVE E, FL 34275 LOX 1529 FL 34274 Revised By: Dote: Revision B: J R 05/05/16 D HT WRHADDESPACERS.SEE11 Revised By: Dote: Revision A: PRODUCT REVISED 03 complying with Me Florida Building Code Att !6-ob 1 r 2t Description: -. -... GLAZING DETAILS J ROSOWSKI Title: Dote: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Stole: Sheet: Drowing No. Rev: CA-740 NTS 1 OF 11 MD-CA740-LM B • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 00411 • • • 000 • • INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR WINDOW HEIGHT EDGE DISTANCE EDGE DISTANCE EMBEDMENT CONCRETEJCMU PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) BUCK HEIGHT ATTACHED TO FRAME JAMB ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB ® 1 ut e11I OD t;,= limey CD • CONCRETE PER ANCHOR REQUIREMENT • INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. VERTICAL SECTION B-B EDGE DISTANCE EMBEDMENT OPTIONAL ADDON FLANGE Q HEAD, SILL 8 JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM ATTACHED TO VENT SILL FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. SEE DETAIL Al, BELOW NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1.12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM EMBEDMENT • • L • .. • • ,• •,-• • • • • • • BUCK WIDTH ATTACHED TO FRAME SILL OPERATOR ARM TO VENT SILL SIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A 10" MAX. 10' MAX. Ir I I- --•► SEE DETAIL A2, BELOW ♦ 1 < - — INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH - 13-1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 HEIGHT: WINDOW HEIGHT - 6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH -7 HEIGHT: WINDOW HEIGHT - 7 Additional Anchors Side of the Frame Required on each Assembly TUbe (FAT) Anchor Type F LL s sT y Window Width A B, C 8 D 17"-22.9" 0 0 23"-25.9" 0 1 28"n 1 1 n 1 Window HNght Anther Type A B, C B D it-22.9" 0 0 23" • 25.9" 0 1 26"* 1 1 •• • . • • • -•. • •• at•• Al • • •• • • •..,• oi • • •• • • • • • • .• • • • '•• • a • • • • • • '. • • •.. •••-- • • • A. LYNN MILLER, P.E. P.E.# 68705 Revised By: Dote: Revision B: Revised By Dote: Revision A: PRODUCT REVISED m complying with the Dot Building Code 6-0629.21 Acc4ptoace No Egp'tattoo Date Syr Z 20 1870•TECINOLOGY DRIVE dial, liENIiE, FL 34275 • 6.0. IBOX 1529 • NO.OMC, FL 34274 CERT. OF AUT11. #29296 Description: Drown By: CROSS SECTIONS & INSTALLATION J ROSOWSKI Title: Date: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale: Sheet: Drawing No. Rev: CA-740 NTS 2 OF 11 MD-CA740-LM B • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • CASEMENT (X)__i WINDOW HEIGHT 1 <�a I WINDOW —'^I WIDTH 740 SERIES CASEMENT —' EXTERIOR WINDOW _('L FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) — H.-10', SEE NOTE 7, THIS SHEET FIGURE 1: r—I---T 740 740 FRAME SERIES ASSEMBLY SERIES AS CASEMENT CASEMENT TUBE WINDOW WINDOW <,a Tri 740 SERIES CASEMENT EXTERIOR WINDOW MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES FIGURE 2: 10", SEE NOTE 7, T THIS SHEET z FRAME ASSEMBLY TUBE HORIZONTAL SECTION C-C 740 SERIES CASEMENT WINDOW MIN. #12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES AWNING WINDOW �-D FRAME ASSEMBLY TUBE yD 740 SERIES CASEMENT WINDOW E FRAME ASSEMBLY E TUBE 740 SERIES FIXED WINDOW* \_ 'SEE PRODUCTS NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIOR N N _ 7 J 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE MIN. #12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VEVFA` ViTIOV DI • • ••TICAL SECTION E-E • 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 S 2. THIS I:EE�'43ETEI�4IN Y4J. R �NC�OR GROUP FROM TABLE 3, SHEET 4. • •• • • • • •• • 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR 01 ASS TYPE. • •• ••• •• • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION fikipwN ON THF•TABLF•S• • • • • • • • • 4) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMIN • TTHE • NUI,�EVI• • • • F:ANOHORS NEE• • D IN HE —4 • EAD, SILL AND JAMBS OF • YOUR WINDOW. • • • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANLLITOAS THROUGH THE IRINDOW }RAME INTO SHE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). PRODUCT REVISED as complying with the Reeds Ac pI ocece No0'Q�l•'1t,I E , 'ration Date FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW. AS SHOW IN DETAILS, WITH MIN. #12 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each SIG of the Rams Assembly Tube (FAT) Window Anchor Type LL Width A B,C&D 2 17" - 22.9" 0 0 i 23"-25.P 0 1 26"* 1 1 Horizontal FAT Widow Anchor Type Haight A B,C&0 17" - 22.9" 0 0 23" - 25.9' 0 1 26". 1 1 Cal O d0 n°O 0 2 O) 05 J cn U m LL 0 Tn Z O U CERT. OF AUTH. #29296 A. LVNN MILLER. P.E. P.E.#58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TABLE 2: Window Anchors Required Window Width (in) under 23" I 25-15/18' 27-3/4' 30' 33-17 35' 37" -. _ Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D g 1 Y§ g under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sis 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2615hi6' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Jamb Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 8" Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Heed/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 48" Jamb 4 4 4 4 6 4 4 8 4 4 8 4 4 8 4 4 6 4 6 6 4 Heed/Sill2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 8' Jamb - 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 6 6 4 6 8 4 Head/Sa 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3. �„ Jamb 68 4 6 6 4 8 8 4 8 8 4 8 8 4 6 8 4 6 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 �" Jamb 6 8 8 6 8 6 6 8 6 8 8 6 6 8 6 6 8 6 6 8 6 Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 8 6 6 8 6 8 8 8 8 10 6 8 10 8 8 10 6 8 10 8 Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 �, Jamb 6 8 6 8 8 6 8 10 6 6 10 8 8 10 6 8 10 8 8 10 6 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 sr Jamb 8 8 6 8 10 6 8 10 6 8 10 6 8 10 8 Head/S111 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 • ...--- Group Anchor Substrate Mln. Edge Distance Min. O.C. Distance Min.Anchor Embedment Plate Required? A 1/4' steel Ukrecon Hollow Block 1" 6" 1-1/4" No *14, steel SMS (G5) or A14, 410 SS SMS S. Pine 5/8' 1' 13/8" No 6063-15 Alum. 3/8" 5/8" .050" No A38 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 318" 5/8" .035", 20 Gs. No B •12, steel SMS (G5) or s12, 410 SS SMS S. Pine 5/8' 1" 1-318" No 6063.75 Alum. 3/8' 5/8- .050" No A36 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 3/8' 5/8" .035', 20 Ga. No C 1/4" steel Ukraeon 2.B5k Concrete 2-1/2' 4" 1-3/8' No 2.85k Concrete 1' 4" (-3/4' No Holow Block 2-1/2' 5" 1-1/4" No 012, steel SMS (G5) or •12, 410 SS SMS S. Pine 5/8' 1' 1.3/8' Yes 6063-T5 Alum. 3/8' 5/8" .0713' Yes A36 Steel 3/8" 5/8' .050' Yes A653 Stud, Gr. 33 3/8' S/8" .045', 18 Ga. Yes D 014, steel SMS (G5) or 1114, 410 SS SMS S. Pine 5/8' 1" 1-3/8' Yes 6063-15 Alum. 3/8- 5/B" .0713' Yes A36 Steel 3/8' 5/8" .050' Yes A653 Stud, Gr. 33 3/8' 5/8' .045', 18 Ge. Yes 2.85k Concrete 1" P 1-3/4" Yes 2'85Kon Conchs 2-1/2" 4" 1J/B' Yes 1/4' steel Ultrec n Fallow Block 2-1/2' 5' 1.1/4' Yes Filled Block 2-1/2" 4' 13/4' Yes 1/4" 410 SS CreteFlex 3.35k Concrete 1" 5" 1-3/4" No Hollow Block 2-1/2' 5" 1-1/4" No 5/16' steel Ultmcon 3.5k Concrete 1.1/4' 5" 13/4" No Hollow Block 3-1/8" 5' 1-1/4' No Filled Block 2-1/2' 5" 1-3/4" No NOTES 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD, Jamb Snubber Locations Glass Type: PVB SG (Types 1, 4 & 5) (Types 2, 3 & 69) 63' and None 12" max. from lees Required each end & 30' max O.0 Rh g i 12" max. from 12' max. tram Dear 63' each end & 30" max O.C. each end & 30" max O.C. PVB"= BUTAC TePI/B BY KURARAY AMERICA, INC SG"= SENTRYGLAS1"8Y KURARAY AMERICA, INC. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED SG LAMI. GI ASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED. NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW DP OF +70/-83.1. B) FOR THE JAMB, FROM TABL ,3, ANCHOR:YPCC F1:11S Til-ig4f4C R:ND• • • SUBSTRATE DESIRED AND DOBB NOT REQUARE TH ig ONCyO E. • • • •• • • • • • • • • C) FROM TABLE 2B, 5 ANCHORS AR! REQUIRED IN EACH ARMIN. • • • •• • • • •• • • • •• D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. • • • • • • • • • • F) PER RULES ON SHEET 2, INSTALL "ADDITIONAL ANCHOR ON THE FRAMgj • • ASSEMBLY TUBE SIDE OF THERIXEDCASEMEN?(HL#D & SILL). • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 81' PRODUCT REVISED as complying with die Florida Building Code Accordance No 1 rM!b Etoirat6WI D Bt. ,Lfia.-e SAMPLE CONFIGURATIONS: 7, x, 1 1 O 1 f O O O X.\ X x O DD o o O a ID 0 0 Z w a oQ 2 co ots —J N —J ♦— w 0 0 0 i- Z w 2 w eQ A. LYNN MILLER, P.E. P.E.a58705 s m 2 —J 0 Q =U LL 0 CO gZ 0 8Q U CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • ' - Design Pressure (pe0 tor Single Windows, Al Anchor Groups Widow Width under23' 25-15/16' 27-3/4• 30' 33-1/2' 35" 3T i60' g under 23" +70'-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-00 25-15/16" +70/-90 ♦701-90 +70/-90 +70/-00 +701-00 +70/-90 +70/-90 38-3/ " +70410 *70/-90 +70/-00 +70/-90 +70/-90 +70/-90 +70/-90 48" +70/-90 +70/-90 +70/-90 +70/40 +70/40 +70/-90 +70/41 50-518' +701-90 +70/-90 +70/-00 +70/40 +70/-90 *70/-90 +70/89.2 +70/-90 +70/-90 +70/-00 +70/-88.5 +70/-80.6 +70/-77.7 +70/-74.3 63• +70/-90 +70/-00 +70-90 *70/-84.3 +70/-78.5 +701-73.7 +701-70.1 72" +701-90 +70/-87.2 +70/-77.7 +601-71.5 +80/- 62.4 +601- 60.9 +4- 59.3 76' +70/-90 +70/-84.6 +70/-75.7 +/-67.3 +1- 58.9 +/- 57.2 +/- 55.6 84' +70/-90 +70/40.4 +70/-71.3 +60/42.1 */- 54.2 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) PVB"= BUTACITE6).V13 BY KURARAY AMERICA, INC. T- W NDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 91111:6 - 10 l5121/ PRODUCT REVISED w complying with the Florida Hulloing C«k Acceptance NO 2 •24 Expiration Date � kg By Miami TABLE 6: Design Pressure (psf) for Wind5es Attached 10 a Vertical Frame Assembly Tube Windom Wirth under 23' 25-15/16" 27-3/4" 30" 33.712" 35" 37" Anchor Group Anchor Group Anchor Grote Anchor Group Anchor Group Anchor Group A Anchor 8 Group C D A B CAD B A, C&D 8 A,CBD A B C&D B A,CBD B A,C80 $ rd F g under 23" +70/-90 +701-90 +70.-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 .70/-90 +70/-90 +70-90 +70/-90 25-15/18" +70/-90 +701-90 +70-90 +70/-90 +70/40 +70-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +70'-90 +70/-90 +701-90 +70/-90 +70/-90 +70-90 +70/-90 383/8" +70/-90 +70/-71.6 +701-90 +70/-90 +70/81 .70'-90 +70/-90 +701-90 +711V-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 48' +70/-73.1 +/57.3 +70/-90 +701-90 +1-84.8 +70/-90 +70/-90 +70f-90 +70-90 +70/87.8 +70/-90 +70/-90 +701-78.6 +70/.90 +70/-90 +70/-90 +70/-88.9 +701-90 50.5/8" +/88.3 +/54.3 +70/-90 +70/-90 +/-81.4 +7a-90 +70/-90 +70/-90 +70'-90 .70/-8a2 +70/-90 +70/-90 +70/-74.8 +70/-90 +70/-89 2 +70 90 +70/-84.3 +70/439.2 60" +/-58.5 +/-468 +70/434.7 +707-90 +1.51.8 +70/-81.2 +701-90 +70/-75.9 +701-90 +701-70.2 +7788.5 +701.80.3 ./-629 +701-80.6 +70/-75.2 +70/-77.7 +70/-71.2 +70/-74.3 83" +1-55.7 +/-436 +70/80.7 +70/49.5 +/-493 +701-77.3 +70/-90 .70/-72.3 +70-90 +/869 +7044.3 +701-76.5 +1599 +70/-76.5 +70/-71.8 +70/-73.7 +187.8 *70/-70.1 TABLE 7: Design Pressure (psi) br Windows Attached to a Horizontal Frame Assembly Tube Window Width under23- 25-15/16" 27-3/4" 30" 33-1/2' 35' 3T Anchor Anchor Anchor Anchor Ancho Group Anchor Group Anchor Group Group Group Group Group A9 All All All B A, C B D A B C& 0 A B C B D under23* +70/-90 +70/40 +70/-90 +70/-90 +7W82.1 +70-90 +70/-90 +70/-78.5 +70/-90 +70/-90 +70/-74.3 +70/40 25-15/18' +70/40 +70/40 +70/-00 +70/-90 +70/-90 +70/-00 +70188.8 +70/-90 +70/-90 +70184 +70/43 +70/40 35-3/8" +70/40 +70/40 +70/-90 +70/40 *70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/430 • •170/40• • +77�9!/"80* -00 +70/430 +70/-90 +70/-0D +70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70/-90 • +70/-90 • +7t9 50-5/8" +70/-90 +70/40 +70/90 +70/-90 +70/40 +701-00 +70180 +70/-93 +70/-90 +70439,2 +70/89.20 0+7089.11 60' +70/-90 +70/490 +70/-90 +70/88.5 +70/430.6 +70/40.8 +70/-77.7 +70/-77.7 +701-77.7 +701-74.4 •+70/-77.1 ; +7tS-in 63" +70/-90 +70/40 *70/40 +70/84.3 +7(1/-78.5 +70/-76.5 +70/-73.7 +70/-73.7 +70/-73,7 +70/-70.1 +70/-70.1 +70/-70.1 72" +701.90 +70/87.2 *70/-77.7 +70/ 71.5 +80/42.4 +60/42.4 +80/40.9 +60/-60.9 +60180.9 +1-59.3 +189.3 +/-59.3 78" +70/410 +70/-84.6 +70/-75.7 */87.3 +1.68.9 +/48.9 +/-57.2 +1-57.2 +/-57.2 +/-55.6 • +/-55.8 • • . +145.8 • 84" +70/-90 •70/40.4 +70/-71.3 +80/82.1 */-54.2 +/-54.2 • a . • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • •• • • • • • • • FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. • •I �J • • F� • SEE SHEET` 1 44 :R WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • IUJE. • • • • • • • • • • • • • • • • • • • • • • • • • WINDOW HEIGHT 10' MAX. • • • • • •ii WINDOW WITH FRAME 10' MAX TUBEASSEMBLY WINDOW HEIGHT L WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. t CV o q� 0 0 0 o'er CO I- °Z CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.e 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 19 *1 - Design Pressure (pet) for Single Windows. A9 Anchor Grows Window Width under23' t 25-15/16• 27-3/4' 30" 33-1/2" 35' 3r under 23' +93/-130 +90/-130 +90/-130 +90/-130 +90-130 +90/-130 +90/-130 i60" g 25-15/16' +90/-130 +93/-130 +90/-130 +901.130 +903-130 .90/-130 +90/-130 383/8' +90/-130 +90/-130 +90/-130 +90/.130 *90/-130 +90/-130 +90/-130 48" +90/-130 +90/-130 +90/-130 +93/-130 +90/-130 *90/-130 +901-130' 505/8'i +90/-130, +90/-130 +90-130 +90/-130 +90-130 +90/-130 .,+90/-130. +90/-130 +901-130 +90/-130 +90/-130 .93/-130 +901-130 +90/-130 83" +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-129.6 72" +90/-130 +90/-130 +90/-130 +901-130 +90/-120.1 +901-122.5 +90/-113.8 78" +90/-130 +90/-130 +90f-130 +901-130 +901-124.1 +90/-116.7 +93/-107.8 84" +90/-130 +90/-130 +90/.130 +90/-130 +90/-118.4 WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) 'SG". SENTRYGLAS®BY KURARAY AMERICA, INC. PRODUCT REQ ED MOO* Florida complying Building Cede 0,11 ccaprance NO EDace 13 TABLE 9: Design Pressure (psf) fa Windows Attached toe Vertical Frame Assembly Tube Window Wdh ands 23" 2515/18• 27-3/4• 30' 33-1/2" 35' 3r Anchor Group Andrea Group Anchor Group Anchor Group Anchor Group Anchor Group A Arches B Group C D A B C & D B A,C&D A B C&D A 8 C & D 8 AC&D A B C&D t a6 E under 23" .70/.90 .70/-90 .70/-90 +701-90 +70/-90 +70/-90 +70/90 +70/-90 +70-90 +70-90 +70/-90 +70/-90 +7090 .701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16" +70/-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/90 +70/-90 .70-90 +70/.90 +70/-90 +70/-90 +70f-90 .70/-90 +70/90 +70/-90 +70/-93 +701-90 +70/-90 +70/-90 38-3/8' .70190 +70-71.8 +70/-90 •701-90 +70/81 +70/90 +70/-90 +70/-90 +70/.90 .70/-90 +70-90 +70/-90 +70-90 +70/-90 .70190 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 48" .70/.73.1 +157.3 +701-90 +70/-90 +/A4.8 +701.90 +70/-90 +70/-90 +70-90 +70/-90 +70/87.8 +70/-90 +70/90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-88.9 +701.90 505/8" +/89.3 +/-54.3 +701-90 +70/-90 .761.4 +701.90 +T3/-90 +70/.90 +70490 +70/-90 +70/83.2 +701-90 +701-90 +70-90 .701-90 +70189.2 +70/-90 a-9 .70 .70/84.3 +70/-90 60" +/58.5 +/-45.8 +70/847 +70.93 +/51.8 +7081.2 +70/90 +70/-75.9 +701-90 +70/89.6 +70/-70.2 +70/-90 +70180.3 +70/-78.6 +70/-90 .70/-75.2 +70/-93 +70/-90 +70-71.2 +70/-90 63" +/-55.7 +/.43.6 +70180.7 +70189.5 +/-49.3 +70f-77.3 +70/-90 +70-72.3 .70-90 +70/-85.3 +186.9 +701-90 +70/-76.5 +70/-74.9 .70/-90 +701-71.6 +70/-90 +70/80.5 +/67.8 +70/-90 I,AMLt 1u: Design Pressure (psf) fa Windows Attached to a Horizontal Frame Assembll/ Tube Windom Width under23" 25-15/18' 27-3/4" 30" 33-1/2" 35" 3T' Mcha Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Mcha Group Al All All All 6 AC&D A B C&D A 8 C&D t I y g under 23" +70/-90 +70/-90 +70/90 +70/.90 +701821 +701-90 +70-90 +70/-78.5 +70/-90 +70/-90 +70/.74.3 +70/.90 25-15116" +70/90 +70/-90 +70/-90 +70/-90 +70/-90 .70/90 +70188.8 +701-90 +70-90 +70/84 +70-90 +701-90 383/8" +701-90 •70/-90 +70/-90 +70/-90 +70/40 +70?90 +70-90 +70/.90 .70/-90 +701-90 •4 •A0/94 • • .711-90• 48" +701-90 +70/90 +70/-90 +70/-90 +70/.90 +70'-90 +701.90 .701-90 +701-90 +70/-90 +70190 : +7010: 50-5/8' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701.90 +70/-90 +70/.90 +70/-90 •+70/-90 • • +7:-900 80" +701-90 +70/-90 +70/-90 +701-90 +701.90 +7090 +701-90 +70/-90 +70190 +701-90 4 i 70/-V • +7S-10! 63" +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +70-90 +70/-90 +70/.90 +701-90 +701.90 +7080 72' +70/-90 +70/-90 +70/-90 +70-90 +70/-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70-90 76' +70/-90 .70/-90 +70/-90 +70-90 +70/-90 +70/90 .70/-90 +701-93 +701.90 .70/-90 +70/-90 +7090 84• +70-90 +70/-90 +70-90 +701-90 +70/-90 +70190 • • • • - • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • •• • • • FRAME ASSEMBLY TUBE WINDOW HEIGHT I 10" MAX. T ADDITIONAL ANCHOR (4), IF REQ. • • •• • •-.; WWDOOWI •SE@SH!ET91 & 4 FOR WINDOW ANCHOR LtCATIeNSIANITQUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • 10" MAX WINDOW HEIGHT L WINDOW �'1 WIDTH r� FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. N co O o m x 0 p o W a_ 0 NQZ_ J c� cc W a fn W W cc a_ Z e0 aCr) o � LL 0 vco (/) Z 8Q A. LYNN MILLER, P.E. P.E.4 58706 CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • ' n"1.. Design Pressure Cush br Single Windows, All Anchor Groups Window Width under23" 25-15/18" 27-3/4" 30" 33-1/2' 35" 37" ii 1 g under 23" +90/-130 +90/-130 +90/-130 +93/-130 +90/-130 +90/-130 +90✓-130 25-15/18" +90-130 +9W-130 +93/-130 +90/-130 +90/-130 +90/-130 *901-130 38-3/8" +90/-130 *991-130 *90/-130 +90/-130 +90/-130 +901-130 +90/-130 48" •93/-130 *90/-130 +90/-130 +90/-130 +90/-130 +90/-130 .+90/-130 50-6/8" *901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 60' +90,1-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 63' +90/-130 *90/-130 .90/-130 +90/-130 .90/-130 +90/-130 +90/-130 77 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +913/-130 76" *90/-130 .90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 84' +90/-130 *90/-130 *90/-130 +90/-130 +901-130 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) SG"= SENTRYGLA0BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT J_ 4 WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. /2 /2 24 PRODUCT REVISED m csmptymg with the Florida Building Code Accapmnc4 No 1(p-06?1i.21 'retina Date TABLE 12- Design PrESSUr9 (psf) for Windows Attached to a Venial Frame Assembly Tube Window Widh under 23" 25-15/16" 27-3/4" 30' 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A Anchor 8 Group C 0 A B .CBD 8 A,CBD A B C&D A B C&D B A,CBD A B C&D r 1 g 23" +7090 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 •70/ 90 +70/-90 +70-90 +70/90 +70/-90 +70/-90 +70/-90 +70/-90 .70-90 +70/-90 *70-90 +70/-90 +70/-90 +70/-90 under 25-15/16" +70/-90 +70.90 +70/-90 +70/-90 +701-90 .70/-90 +701-90 +70/-90 .70.90 •70/-90 +70-90 +70/-90 +7090 .70/-90 .701-90 +70/-90 .70-90 +70/-90 +70/-90 +70/-90 38-3/8" .701-90 +70-71.6 .701-90 +70/-90 +70/-81 .701-90 +70/-90 +70/-90 .701-90 +70/-90 .7090 +70/-90 .70-90 +70/-90 +70-90 +70/-90 +70/-90 +70/-90 +70-90 +70/-90 48' +70/-73.1 +/57.3 +70/-90 .70/-90 +1-64.8 +70-90 .70/-90 +70/-90 .70-90 •7W-90 +70-87.8 +7090 +71Y-90 +701-90 +70r90 +70/-90 ♦70/-90 +70/-90 .70889 +70/-90S0-5/8" +/-89.3 +154.3 +70/-90 +70/90 +191.4 +70/-90 .70/-90 +70/-90 +70190 +70/-90 +70/-83.2 +70/90 +70-90 .70/-90 +7090 +70/89.2 +70/-90 .70/-90 +70434.3 .70190 60' +158.5 +1.45.8 +70/44.7 +70/-90 ./516 +70-81.2 +70/-90 +70-75.9 +70.90 +70/89.6 +70/-70.2 +70/-90 +70/80.3 +70/-78.6 *70-90 .701-752 +70/-90 +70/-90 +70-71.2 .70/-90 63" +/-55.7 +1.43.8 +70/-807 +70189.5 +/-49.3 +70-77.3 +70/-90 +70-72.3 +70-90 +70/-85.3 +/86.9 +70/90 .70/-76.5 .70/-74.9 +71Y-90 +70/-71.6 +70/-90 .70/885 ./87.8 +701-90 TABLE 13, Design Pressure (psi) br Windows Attached to a Horizontal Frame Assembly Tube Window With under23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grote Anchor Group All All All All B A, C & D A B CSD A 8 C & D 4 f g under23" +70-90 +7GA0 +7090 •7d-90 +70/92.1 +70.90 +7090 +70/-78.5 +70/-90 +70/-90 +70/-74.3 +70/-90 25-15/16" +7W-90 +7090 +70/-90 +70-90 •70-90 *70-90 +70/88.8 +70/-90 +70/-90 +713/-84 • +70/-90 '9+70745 *70/-90 38-3/8' +7090 .70-90 .70-90 +70/-90 +70.90 +701490 +79190 +70/A0 +70/-9D +70/-9(6 : Z7010 I 48" *70-90 +70-90 +70-90 +70/90 *70-90 +7W-90 +70-90 +7W-90 +70/40 +701-980 • +70/-90• .70/40 I 505/8" +70190 +7090 +79/40 +70-90 +70.90 +70-90 .7040 +70/-90 +70/-90 +70/-90 •*70/-g5: 170/10 r 60' +7080 +71Y-90 +713( 0 +70470 +7090 +71Y-90 +79*90 +70/-90 +70.90 +701-95 • *701+0 +7840 67 +7W-90 +7G90 +70-90 .7090 +70'-90 +70-90 +70/90 +70/-90 +70/-90 +70/-90 *70-90 +70/-90 72" *7(Y-90 +7090 +70-90 .7090 +7(Y-90 *70-90 +70-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 76" +70/-90 +70-90 +70/90 +70 90 +70-90 +70-90 .71Y-90 +713/-90 +70.90 +70/A1 •', -90 *7f1/-90 I 84" *70.90 +70A0 +70'90 +70-90 *70-90 +7090 • • • • • • NOTES 1) SEE SHEET 4 FOR ADDTIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • •• • • • • • WINDOW HEIGHT 10" MAX f • • • • • • • • I iYINODW • • •�• i WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. •SEE PECTS 4,4,4FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 10" MAXh- T WINDOW HEIGHT L FRAME ASSEMBLY TUBE _ I WINDOW ADDITIONAL --t WIDTH I- ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. CNI CO 0 00 0 A LYNN MILLER, P.E. P.E.e 58705 m LL O 01- 1!) Z 1- 8U CERT. OF AUTH. #29296 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • - Design Pressure (pst) br Single 1Mndows, All Anchor Groups Wallow Width under23" 25-15/16' 27-3/4' 30" 33-1/2' 35• 3T under 23" +70/-90 +70/430 +70/-00 +70/40 .70/-90 +70/-90 +70/-90 g48" 25-15/16" +70/-90 +70/490 +70/-90 +70/40 +70/-00 .70/-90 +70/-90 383/8" +701-00 +70/-90 *70/-90 +70/-00 +701-00 +70/40 *701-90 +70/-00 +70/-90 *70/-90 +70/-90 +701-90 +70/-90 +70/-90 50-5/8" +70/-90 +70/-90 +70/-90 +701-00 +70/40 +70/-90 +70/-00 60" +70/4)0 +70/-90 +70/-90 +70/40 +70/-90 +70/45.8 +70/84.8 83' +70/40 +70/-00 +70/-00 +70/-90 +70 -87.2 *70/84 +70/.79.9 72" +70/-90 +70/-90 +701-88.5 +70/81.5 +60/-70 +80F69.4 +80/-87.8 78" +70/40 +701-90 +70/-86.3 +70/-76.7 *601872 +60/435.2 +60/433.3 84' +70/40 +70/40 ♦70/-81.3 +801-70 *60/431.8 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) "PVB". BUTACITE€OVB BY KURARAY AAERICA, INC. WINDOW HEIGHT WINDOW wIDn1 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with the Florida Building Code «0� Z' Aci:apuanx No MO' ix 'ration Date 1�i1 i•(�j B .Aliami Product TABLE 15: Design Pressure (pal) for Windows Attached to a Vertical Frame Assembly Tube Window Width under23" 25-15/16" 27-3/4" 30' 33-1/2' 35" 37* Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group Ancho Group A Anchor 6 Group C D A 8 C&D B A,C&D A B C&D A B C & 0 8 A,C&D B A,C&D fr urder23' +70/-90 +70/-90 ♦70/-03 ♦70/40 +70/40 +70/-90 *70/40 +70/40 +70/-90 +701.90 +70/-90 +70/430 +70/-90 +70/-90 +70/-90 *70/-90 +70/40 +70/-0 +70/-90 25-15/18' +70/-90 +70/-90 +70/-90 +70/40 +70/-90 *70/40 +70/490 +70/-90 +70/-90 *70/40 +70/410 +70/430 •75'-90 +70/-90 +701-00 +70/40 +70/4D +70/410 +70/40 38-3/8" *70140 +70/-71.8 +70/-90 +70/40 +70/41 +70/40 +70/-00 *70/-90 +70/-90 +70/-90 +70/-90 +70/40 +70"40 +70/-90 +70/-90 +70/-90 +70/40 +70/410 +70/-90 48' +70/-73.1 +1.57.3 *70/-90 +70/40 +/84.8 +70/40 +70/430 +70/-90 +70/40 +70/-90 +70/-67.8 +70/-90 *70/410 +70/-78.8 +70/40 +70/40 +70/40 +70/438.9 +70/-90 50-5/8' */49.3 +/-54.3 +70/40 +701-00 +/81.4 *70/430 +70/40 +70/-90 +70/-90 +70/-90 +70/-832 +70/40 +70/40 +70/-74.8 +70/-90 *70/-89.2 +70/40 +70/-84,3 +70/40 80" */-58.5 +/-45.8 +70/84.7 +70/430 +/81.8 +70/-81.2 *70/40 +70/-75.9 +70/-90 +70/430.6 +70/-702 +70/-90 +70/80.3 */42.9 *70-90 +70/-75.2 +70/-88.6 +701-71.2 +70/-84.8 63" 4./455.7 *1.43.8 +70/80.7 +70/49.5 +/49.3 *70/-77.3 +70/40 +701-72.3 +70/40 +70/435.3 */88.9 +70/-90 +70/-76.5 +/89.9 +70/87.2 +70/-71.8 +70/84 */-87.8 +70/-79.9 I ACLt le: Design Pressure (pol) br Windows Attached to a Horizontal Frame Miami y Tube Widow Width under23" 25-15/18" 27.3/4" 30' 33-1/2" 35" 3T Anchor Group Anchor Group Anchor Group Anchor Group Arch Group Anchor Group Anchor Group AN All All All B A,C&D A 8 C&D A B C&D i 1 g under23' +70/40 +70/-90 +70/430 +70/40 +70/412.1 +70/-90 +70/40 +70/-78.5 +70/410 ♦70/430 +70/-74.3 +70/40 25-15/113• +70/-90 +70/-90 +70/40 +70/430 +70/-90 ♦70/490 +70/88.8 +70/40 +70/-93 +70/44 *70/-90 +70/40 38-3/8" +70/40 +70/40 +70/40 +70/-60 +70/-00 +70140 +70I40 +701430 +70/.90 +70/40 • • I7043. E. +11 /4 09 48" +70/40 +70/40 +70/-90 +70/430 .7(Y-90 +70/-00 +70/40 +70/43 +70/40 +70/-90 • +70/40 • +70/ % 50-5/8" .70/-00 +70/40 +70/-90 .70/40 +70/-00 +70/-90 +70/40 +701-90 +70/-90 +70/-90 • ±.70I40• s +7p/49t0 80" +70/-90 +70/-00 +70/40 +70/40 +70/-90 +70/-90 +701-88.8 +70/-88.8 +70/438.8 +70/84.6• •+70'413.` • +71344 63" +70/490 .70/490 +70/40 +70/-90 +70/-87.2 +70/437.2 +70/-84 +70/434 +70/434 +70/-79.9 +70/-79.9 +70/-79.9 72' +70/-90 +70/40 +70/48.5 .701-81.5 +80/-70 +801-70 +60/89.4 +60/439.4 +60/-89.4 +60187.8 +80/-7.6 +80/-67.8 78' +70/-90 +70/-00 +70/46.3 +70/-76.7 +80/47.2 +80/437.2 +80/45.2 +80/45.2 +80/45.2 +60/-83.3` 8 32.3 •84' +60/83.3 +70/40 +70/-90 +70/-81.3 +60/-70 +80/-81.8 +60/-61.8 • • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• • • • • • • •• • • • • • • •• •'11 wl:rr WINDOW FRAME HEIGHT ASSEMBLY TUBE 1111 10" }MAX. ADDITIONAL ANCHOR (4), IF REQ. SEE SIIEEIS 1 t4FOR WINDOW ANCHOR LOCATIONS AND OUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • "USE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 10" MAX -Ihe- WINDOW HEIGHT WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. r co 0 2 aD $O co 0 m0 o` km LL O /*c0 6 1- Z N- 1U in A. LYNN MILLER, P.E. P.E.R 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ♦•• • • • • • • • • • • - Design Pressure (psf) br Single Windows, A8 Anchor Groups Window Width alter 23' 25-15/16• 27-3/4" 30" 33-112 35" 3r 1 t i83" un4er23• +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 25-15/16' +90/-130 +90/-130 +901-130 +90/-130 *90/-130 +90/-130 +901-130 383/6" +90/-130 +90/-130 +90/-130 .90/-130 +90/-130 +90/-130 +90/-130 46" +901-130 +90/-130 +90/-130 +90/-130 *90/-130 +90/-130 +90/-130 50-5/8" +90/-130 •90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 80' +90/-130 +93/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 *90/-130 .901-130 +90/-130 +90/-130 +90/-130 72' +90/-130 +93/-130 +90/-130 ♦90/-130 +90/-130 +90/-124.6 +90/-115.7 76" •90/-130 .90-130 +90/-130 +90/-130 +90/-128.2 +90/-118.7 *90/-109.8 84" .90/.130 +90/-130 +90/-130 +90/-130 +90/-118.4 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG'= SENTRYGLASWBY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with the Florio. Rrwidaeg Code Aceepteoce No �. n 're Date TABLE 18: Desipl Pressure (psi) fa Windows Attached to a Vertical Frame Assembly Tube Window W idh under 23" 25-15116" 27-3/4' 30" 33.1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A Anchor B Group C D A B C&D 8 A C & D A B C & 0 A B C&0 8 A,C&D A 8 C&D r b383/8" F under 23' +70/-90 .70/ 90 +7W-90 +70-90 .701.90 +70/-90 +70/-90 +70/-90 *70.-90 +70/-90 .79-90 +70/90 +701-90 +70/-90 +79-93 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 25-15/16" .70/-90 .70/-90 +70t-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +751-90 +70/-90 +70/-90 +751-90 +70-90 +70/-90 .70,-90 +70/-90 +70/-90 +70/90 .70/-90 .70/.90 .70/-90 +70/-71.8 +70/-90 +70/-90 +70/-81 +70190 +70/-90 +701-90 .70,-90 +701-90 +7090 +70/.90 +70/-90 •70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 48' .70/-731 +I57.3 +70/-90 +70/-90 +154.8 +70/-90 +70/-90 +70/-90 •7a-90 +70/-90 +70/97.8 .70/-90 +701-90 +70/-90 +7a90 .70/-90 +70f-90 .70/-90 +701-88.9 +701-90 50-518" +/.8.3 +/51.3 .70/-90 +70-90 +/-61.4 +70/-90 +70/-90 +701-90 •70/-90 .70/90 +70-83.2 +70/-90 +70/-90 •70/-90 +701-90 .70/49.2 +70/-90 +70/-90 +70(54.3 +70/90 60" +158.5 .1.45.8 +70/-84.7 +70/-90 +/-51.8 +701b1.2 +70/-90 +70/-75.9 .711,-90 +701.89.6 +70f-70.2 +70/-90 +70/503 +701-78.6 +70/-90 +701-752 +70/-90 +701-90 +70-71.2 +70/-90 63" +I-55.7 +1.43.6 +701-80.7 +70/-89.5 +1-49.3 +70/-77.3 +701-90 +7d-72.3 +7a-90 +70/55.3 ./56.9 +70/-90 +70/-76.5 +70/-74.9 +70/ 90 +70/-71.8 .70/-90 .70/.86.5 . -87.8 +70/-90 TABLE 19: Design Pressure (psf) br Windows Attached to is Horizontal Frame Assembly Tube Window Width rnder23" 25-15/18" 27-3/4' 30' 33-1/2" 35" 3r Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Coup Anchor Group Anchor Group All All All All B A,C&D A B C&D A B C&D 3 A under23" +70/-00 +70/90 +70/90 +70/-00 +70/52.1 +70/-90 +70/-00 *70,-78.5 +70/-90 +70/-90 .701-74.3 .70/-00 25-15/16' +70/-40 +70/90 +70/-90 +70/90 +70/-90 +701-00 *70/-08.8 +70/-00 +70/-00 +70/54 1 4/0/118. • .I0/410 38-3/8" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 +70/-00 •70/A0• +70/-00.: 41441 48• +70/-00 +70/-00 +70/-90 +70/-00 +70/-00 +70/.90 +713/-03 +70/-90 +70/-00 +70/-00 s +7a-0S • • 70/99 505/8' +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90. • .701�: : Nrit WY+70 40 +7a-00 +70/.90 +7a-00 +70/-90 +7a-90 +70/-90 +70/-90 +70/-90 +70/-90 +7a-00 .70/-903y 83" +70/-00 +70190 .70/-90 .7014X1 +70/90 +70/-90 +7W-90 .70/-90 +70/-90 +70/90 +70/-90 +70/-00 72 +7W-90 +70/-90 +70/-00 +70 40 +70/-60 +70/-90 +70/90 +70/-90 +70/90 +70/40 +70/-00 .70/-00 76" +70/-90 +70/ 0 +70/-90 +70/-90 +70/-90 +70/40 +70/ 0 +70/-90 +70/-00 +70r-DOs + 90 iiptip 8 " +70/-00 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 • • • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • WINDOW FRAME HEIGHT ASSEMBLY A TUBE 10" MAX. I • • • • • a • • i • • • VSNDOW • • WITH I� ADDITIONAL ANCHOR (4), IF REO. • SEE SHEETS, AA 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY •:UBE. • • • • • • • • • • • • • • •• • • • • • • • ••• • • • ••• • 10"MAX - If; T WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. (V 0 vc0 00 0 m0 -3 cn 0 J cn H W 0 Z_ 1- Z W 2 co U ¢ m LL 0 ho Z 0 n Q SU A. LYNN MILLER, PE. P.E.458705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item Dwg. # Description Material 1 7002 Maln Frame Head, Sill & Jamb 6063-76 Alum. 2 7071 Anchor Plate 6083-T6Alum. 3 7003 Sash Top, Bottom & Side Rall 8063-T6 Alum. 4 7008 Frame Corner Key Steal 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multl-Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multl-Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tle Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WWr--24" Steal 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Badcing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth. Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steal 32 1713 Setting Blodc 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lami Bead B 6063-T8 Alum. 36 7042 Lami Bead C 6063-T6 Alum. 37 7059 Lam! Bead D 6063-78 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Badkbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polyptopdere 62 Skeen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add -on Flange 6063-T6 Alum 71 7004 Frame Assy Tube 6063-T6 Alum 60 #8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steet 82 #8 x 5/8" FI. Ph. SMS Stainless Steel 83 #8 x 7/8" FI. Ph. SMS Stainless Steal 84 #8 x 1" FI. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steal 87 #l0 x 1/2" Ph. Pn./ TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 FRAME CORNERS SASH CORNERS INTERIOR O • •.•.•'•- • 7 • • .'•.:' •• '• •-. • •' , _•• • • •. • -•• •- • •-. • •' • • •• '•••• •• • • •• •A•' • •'•. • • • •• • • • Revised By: Date: Revision B: Revised By: Date.. Revision A: PRODUCT REVISED :u complying with the Florida CodeA 16-ob29.21 Expiration Date '2C+JB • • • • - • • 1020 1COLOGY DRIVE • •,: -., •. •,. • �� V IC FL 34275 • • • :•„`•: .•. • • Pip. px 1529 • • • - ♦-. • • • • NOKKMIS, FL 34274 • • • • A. LYNN MA.ER. P.E.• ! CERT. OF • Al1TH. #29296 P.E.a 58705 Description: BOM AND CORNER VIEW Drown By: J ROSOWSKI Title: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 Series/Model: Scale: Sheet: Drawing No. Rev: CA-740 NTS 10 OF 11 MD-CA740-LM B • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• •• ••• • • • • • • • • STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS HOT -MELT BUTYL SILICONE STRUCTURAL `- SILICONE FOAM WITH DESICCANT 1/4" NOM. INT. GLASS ALUMINUM REINFORCEMENT 5/16' NOM— INT. GLASS DURASEAL® SPACER EXT. GLASS 3/16" NOM. INT. GLASS SUPER SPACER® NXT TM POLYISO- BUTYLENE «:j� SEAL \r.Ilf�, ROLL -FORMED STAINLESS STEEL ,III` Er EXT. GLASS XL EDGET'" SPACER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL INT. GLASS Part # Description Material 100 merling 4SG TPS Spacer System See this Sheet far Materials 101 Quanex Super Spacer nXf with Hot Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, OFRAME HEAD, SILL & JAMB #7002, 6063-T6 �11 1.356" I i 1 .441" .095' J OANCHOR PLATE #7071, 6063-T6 706" MO" r 865" BEAD 036 BEAD 35 #7036, 6063-T6 #7042, 6063-T6 1.124" f-+-- 125" .062" II 11 2.701" NOM. 062' SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040" 1.000" .423' jam' FIXED 60 SCREEN FRAME #7006, 6063-T8 .172• 870 .050" 569" 0BEAD D 0 #7059, 6063-T6 •• • • • • . • •• • ' • . •.. ,• • •' •- • • • •'., •• ' • •• ,'•...• • • • •' • • • •'., •,• • • • -• •. •.,•..•' • • •• , ••'• ••'' • • •• •• ® • - '•-'.f:7: '� - • • 407. • TECHNOLOGY DRIVE • 1 • .•''.' • • • N•VENICE, FL 34275 • • • . • " • • • • •P.O. BOX 1529 • • • • .•,:.• '• • • NOKOMIS, FL 34274 • • • • • • ••ta A. LYNN MILLER, P.E. CERT. OF AUTH. #29296 P.E.# 58705 .523' ►—� 050'- 9�YC .865' Revised By: Dote: Revision B: JR 05/05/16 ADDED THIS SHEET WITH SPACERS. .093 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 .093' OADDON FLANGE 70 #134, 6063-T6 Revised By: Dote: Revision A: PRODUCT REVISED as complying with the florida Building Code Acceptance No I6- 062-1.21 Expiration Date 20to ny �{ M1 m EXTRUSIONS & SPACERS Drown By: J ROSOWSKI Title: Date: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale: Sheet: Drawing No. Rev CA-740 NTS 11 OF 11 MD-CA740-LM B • • • • • • • • • • • • • • • • • • • • • • • • • • • *, • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • � r M IAM I•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 RER -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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econotny DESCRIPTION: Series "FD-101" Aluminum French Doors w/wo Sidelites— L.1P.7 .... • • APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F, titled "Alum. French Door &ideTi+es, Impact , sheetg V •; • through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Induct es. kigneJ and• healed by • • Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision tap with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section,.. .. • • MISSILE IMPACT.RATING: Large and-Smal1'1Vlissile ImpacfResistant7 Limitations: • • 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OX) QXQ and O) b. The lower design pressure from X, XX door or 0 (sidelite) shall control. . . . .... . • .. • . . • 2. All laminated glazing options (glass types, A, B, C, D & E) must have 3/16"HS glass at interior side.• • • • 3. '/a" Elco Ultracon (former Tapcon) to be 4"OC into Conc. and 6" into CMU (jambs). • • • • : • • • . 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. • • • 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration 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 of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0528.24 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. .... • • • • • • • • • • MIAMI-DADE COUNTY APPROVED . • r NOA No. 16-0629.17 Expiration Date::_`Oetober 18, 2017. Approval Date: •July 21, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 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 fixed sidelite (•) j 'insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Repp No(s) JT1 • 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under lilts #12- 0516.02/#11-1013.22) • • •• • 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 •. • • • • • • • 2) Uniform Static Air Pressure Test, Loading per Fee 4I'4S 20?-94 • 3) Water Resistance Test, per FBC, TAS 202-94 . . • 4) Large Missile Impact Test per FBC, TAS 201-9zt • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). `(1144-7 - CAA vt j--- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER • • • • 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. C.a.sebn, P.E.'...' ••• • . ••.. . . .••• •. •. • . . • • • • . .• • • . • • • • • • • •• •••• • . • • ••• . •. lshaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-2 STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 7/16" LANOM7(:465").CONSISTING-OF (1) OTEOF.3/16' ANNEALED GLASS PLUS'AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR'SAFLEX/KEEPSAFE MAXIMUM LC. MEPLUS.(1) LITE OF 3/18" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. E. 13/16" LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. 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 CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA'S:; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND 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). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), 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. EXTERIOR a 1/8" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/16" HS. GLASS 3/8" NOM. GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 3/16" AN. OR HS. GLASS .090 PVB INTERLAYER. (DUPONT BUTACITE OR• SAFLEX/KEEPSAFE MAXIMUMr • • • 1/2" GLASS BITE 3116" HS. S • • • •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 • A IS I-S 100-07/52-2010 EXTERIOR 1/4" AIRSPACE • • • a 3/16" TP. GLASS .090 PVB INTERLAYER • • • • • • • (1 UPONT BUTACITE) 7/16" NOM. GLASS STACK • • •• .y • • • • 7R LAANI NCV: (GLAZING OI�TIOt1.C'bQ d, IA 5 EM•• • 4 • • • • • • •IP • NOA DRAWING MAP TOPIC GENERAL NOTES CONFIGURATIONS GLAZING DETAILS DESIGN PRESSURES SHEET 1 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED 1/2" GLASS BITE 3/16" HS. GLASS —1/8" HS. GLASS 13/16" NOM. GLASS STACK 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE 1 /ROOUC f REVISED =bin MU die Molds Gods A H•7t-ecz9•f7 aspkilia Paw OICT / t,20 i-' lyigfOodllP\ • ( o•t� 0 �O ECC CO 175 O 46 O W rc II O 0 2 W J W 0) ois cc O O 0 2 0 Z W cc IL Q LL 0 z° 0 LL O a In ~ gZ O A .111111 J a U ••• • • • • • • • • • • • • • • • ••• •• ••• • • • • ••• • • • • • •• • • ••• • • • • • • • • • • • • •• • ••• •• 0 • • • • • TABLE 1. APPROVED (FOR DOORS REINFORCEMENT DESIGN PRESSURES FOR ALL CONFIGURATIONS & OXXO LITE PREVAILS) CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B; COD OR E HEIGHT W X WIDTH, XX WIDTH 68 - 79 3/4" " 7° - 83 3./4" . 87 3/4" 91 3/4" 8° - 95 3/4" 3° 37 1/2" 6° 71 3/4" +75.0 -75.0 +75.0 ,-75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 I +75.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY CONFIGURATIONS: DP FOR OX XO, OXO, XXO, OXX & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68-- 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291/2" 553/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 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 28 331/2" 54 633/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE OWIDTH GLASS TYPES A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.% 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -70 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -5 %0 21 3/4" +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 -4 .6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -344 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 44.0 NOTES: 1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) V7/7/16::CAMI (3/16:A;,.090:P_VB73/18..HS)7 D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/18" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE • • O NEC TION SEE • :SECTION -E, SHEET 5 FOR REINFORCEMENT E1IL• •• • • • ••• •• • • • •• •• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • PRODUC 1' REV18D kh j with [we FF,,44• hailinCoda AceeOthere Ne. 4.-Oc21.17 MF p,p, rd„�t Coaryy` 0 cn cc g 8 z u) W cc cn u) Pat w 0_ z g u) H 0 a 2 uS W H J w 0) ors 00 2 0 z W 0_ LL 3Q LL in o !ate 0 LL O N H A z 0 VT CERT. OF AUTH. #29296 6 ld A. LYNN MILLER, P.E. P.E # 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 14, • • • •• •• ••• • • • ••• • • 73 1/2" MAX. SEE NOTE 4 OX OR XO 36 3/4" — MAX. A 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 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX', 'OXd'XXQ', 'OXX'44OXX6)•CONFIGUeA1 ONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY€HEETQ). • • • • • • • • 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('4DQOR : DOOR WIp1H/21.679) • • • • • • 109 1/2" MAX. SEE NOTE 3 - 36 3/4" `' —I MAX.36 M MAX. 1 lE 0 , lE Etr X 0 / 103 Eri 0 4 SEE NOTE 4 71 3/4" MAX. OXO SEE NOTE 4 24 9/16" MAX. DLO (TYP) XX 36 3/4" _ MAX. 33 5/8" MAX. DLO (TYP.) 143 3/4" MAX. If 36 3/4" 36 3/4" SEE NOTE 3 MAX. MAX. lI Er 0 1 0 10 lE X AC . r, c 41 X INACT 0 Mx TYF 11....., SEE NOTE 4 --1 G G 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH'X' = DOOR WIDTH -12 15/16" C F IF DLO WIDTH')X' = DOOR WIDTH/2 -11 5/16" • I • • • 0 i . • • . • (6IDE LITE • • • • • 'DLO HEIGHT = HEIGHT -11 3/8" •. -•. • • • •• D Q WIDTH = WIDTH -3 1/8" ••• ••A •• • • • •• OXXO SEE NOTE 4 MMDUC f REVISED ea0.1.1Y et with the Flnchlf &Win a.d. Aceep ace Ne 16-0625117 Eipirrt. Dne foil }1FZ 4it,r DPa, co:aa co O cc & -' A H 0 D_ 2 u) oes 1— J 0 O O 0 2 0 Z W u_ Tzl u_ o G � C r 0 IL AO z 0 A. LYNN MILLER, P.E. P.E. l 58705 m ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 3 NRODUC f REVIiBD as <«.gyi.z with tac Saadi 0/1111 tataliag Coda 4� RE.,,,,,,,,. Dn<j / /rkirli 11 EXTERIOR INTERIOR x _z�-��� "M -r' Zri,lr ry+rnce Coatrdl r �1• 1 i✓f —r�rFmmil i " `j- 10 1 2 I 60 64 AT HEAD/JAMB O 2 Q 3 I , CLEAR -COLORED SEALANT SIN .__O[ 6rj I AT SILL/JAMB 0$ & -) O 2 w .1 g C EXTERIOR INTERIOR _ H '- IP 1 6_2) J _JUL_ �_ w o p i O 63 o.renpUoa: VERTICAL SECTIONS Mkt ALUM. FRENCH DOOR & S Series/Model: Scale: Sheet FD-101 NTS 4 OF IFII MAXMAX 1 1 MAX. . MAX. MAX. N DLO g r DOOR HEIGHT DLO LITE HEIGHT a A ® k I 1525 lint g rer i SL VIEW G-G pax ASSEMBLY OZ W 0 000RNER • ' • • , 12 ..)1 ' 1 • • • •• ••1 • • ••• • 0 rasa DOOR SECT. A -A SLEGT. B-G . • 13 • • •R ICAL VERTICAL •,/F j • • • • • • •... • • • A. LVNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • MAX. DLO MAX. 'X WIDTH MAX. 'XX' WIDTH 'XX' SECT. C-C HORIZ. 1 • • 46 (21 MAX. DLO MAX. SL WIDTH 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) HORIZ. (DOOR W/ SIDE LITE) •• ••• • • • • • • • • • • • • SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY • • • • • • • SL 6E�T. F-F • • • • • •• • • • • • • •• •. •. . . EIgr2Ii. LSINiLr SIDE LITE) ••• • • ••• • • • •• • • • • • MAX. DLO MAX. SL WIDTH INTERIOR L � EXTERIOR DLO ..O'RODUC f REVISED caa.Piyi•i with die F7alda ettmdin Cade .ecerytaate No —..L! 7 �eP�'MM• D•h�n l e n t 1 fKi r"', romr, •et Cw�,y 0 A.O (NI 0 •0 1 a: 1 a 8 fn z 0 0 w co O d2 0 a 2 vi 1- J w 0 0) otS 0 0 0 0 Z w D' LL KQ kLL O =0 A LL O ALc) CO oZ 0 0 �LL 5 0 A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • ••• • • • • • • •• • ITEM DWG• POW DESCRIPTION 1 943B 60011 FRAME HEAD 2 1010 80300 WSTP.,Q-LON .190 X.375 HIGH 3 7070 87070K BULB WEATHERSTRIP .187 X .300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7958A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT -MELT BUTYL STRUCTURAL 7 7632X12FP)? 418-32 X .500 PH. FL MS - S.S. W/SOJCONE PATCH IL SICONE 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) STRUCTURAL FOAM 3/16" NOM. 9 998 70996 GASKET (BETWEEN HEAD & FRAME JAMB) POLYISOBUTYLEN 1/4" NOM. 10 952A 6533016 FILLER HEAD ADAPTER WITH DESICCANT WITH 11 11000 811000M OUTSWING THRESHOLD DESICCANT Rev. Dab: RevWonr Drown Br F 05/05/16 ADDED SPACERS. J ROSOWSKI Rev. Dab: Revision: Drown Data: 04/04/12 Deecrfptbn: PARTS LIST Peke ALUM. FRENCH DOOR & SIDE LITES, IMPACT ,Serbs/Model: Seale: Sneer DYoWog No. Rev: FD-101 NTS 6 OF 10 11005-1 F 12 1670 671870 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY1/32011) EXT. GLASS 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER EXT. GLASS— 14 11001A 411001A ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL SPACER .095 (INHOLJSE INJECTION MOLDED) 18 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 9150 60360 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP.,Q-LON .190 X.375 HIGH INT. GLASS INT. GLASS 22 6808 66808M REINFORCEMENT, 1.000 X2750 X0.650, 806145 23 1140 783012PSATS #8X1.500PHSOAT/S KODISPACE SUPER 24 1048 71048 ,IAMB SCREW COVER CAP ramo 81 25 930 41721N STRIKE PLATE INSERT 4SG TPS SPACER® NXTTM 28 1118 710X34PFA #10 X .750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 810 DOOR PANEL TOP & BOTTOM RAIL 31 911E 8911 DOOR PANEL, SDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71858FP W,B #10 X .825 PH. FL. SMS ALUMINUM 34 913A 60378M TRUSS CLAMP REINFORCEMENT POLYISO- DESICCANT FILL AREA 35 1130 6TRODA 5/16-18 THREADED ROD BUTYLENE 38 990 7990NUTA 5/16-18 FLANGED HEX NUT SEAL 4, , 5/16" NOM. \ \ 37 214A 803791.4 WEATHERSTRIP CHANNEL 5/16" NOM. i`I SILICONE SEAL 38 7834FPT #8 X.75 PH. FL. TEK BUTYL & ROLL r Pt 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL &PANEL STILES) DESICCANT -FORMED I 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL FOAM STAINLESS STEEL 1 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) EXT. GLASS 0 42 1145 76X12FPAW *93X.500 PH FL SMS TYPE BIG EXT. GLASS 43 1212 7P30GG SILL DUST PLUG (NACTNE PNL) 0 I[ I 44 983B 8983 DOOR PANEL ASTRAGAL 1 (OUTSWING) , 45 984B eauDOOR PANEL ASTRAGAL 2 (OUTSWING) 48 1213 80200K - WSTP.,Q-LON .190 X.200 HIGH -INT. GLASS 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) INT. GLASS 48 1139 7834F 418 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. DURASEAL® XL EDGE'"' 50 6R180FS RUBBER SLEEVE 82 e3 SPACER 51 930 41721 STRIKE PL. INSERT(INACTME PANEL) SPACER 52 931 7FRSPX DEADBOLTSTRKE PLATE 53 1118 710X34PFA •10 X.750 PH FL. SMS �t =yii 54 957 70957X HANDLE STRIKE PLATE 55 1118 710)04PFA 010 X.750 PH FL. SMS 60 9200 69200 SIDELITE HEADER Fart# Description Material e 81 921D 6921 SIDELTIE SILL F 00 O 62 9168 60381 SIDELIIE JAMB 80 KOfnmeriing 4SG TPS Spacer System o> d o 2 83 1155 781PQA 98 X 1.000 QUAD PN. SMS 81 QuanexSuperSpacernXTwithHotMeltButyl See this �_ 84 998 7988 HEAD GASKETS (STOCKING #70998) Sheet 65 999 7999 SILL GASKETS (STOCKING #70999) 82 Quanex Duraseal Spacer is Materials 66 93M 61641 M SIDEL1TE JAMB ADAPTER • • • • • • •'-a�liny 87 #12 X 1.000 SHEET METAL SCREW • 81 1Q• N� spB�er• 70 712653K SETTING BLOCK, 3137 X 1/4' X 1' W/PSA '• REFERENCE TTS7 RtfiORfS:4FTL4671 /, 8968 & 8970 - - 71 71237K SETTING BLOCK, 1/16" X 1/2 X 1" W/PSA • • • • 72 4222A 84222 BEAD, 7/18" • •• • • • •• • • • •• 73 988 8988 BEAD,3I8" 92 986 64986 BEAD, INTER1O2 -"'G.....-! 93 1224 61P247 BULB, THICK (USED N EXTRUDED BEAD) G- 94 GLAZING SIUCONE, DOW 899, 983 OR EQUIVALENT L'� 95 GLASS, 318" LAMI - 1/8" A .90 PVB, 3118' HS • • • • • • • • • • • • • • • • • • .- Ir 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/18' HS • • • • • • • • 97 GLASS, 7/16' LAMI - 3/16" A, .90 PVB, 3/18" HS • • • • • • • • • • 98 GLASS, 7118' LAMI - 3/16" KS, .90 PVB, 3/16' HS • • • • • • • • • • 102 11006A 141106A ACETAL SPACER .295 (INHOl1SE INJECTION MOULDED) ITEMS # 17-19, 28, 29, 56-59, 68, 6•J,S ¢79, 6IA1 & 99-1 (I MIRE NOW USED A!•V' IRE NOW PART OF THIS APPROVAL. A. LYNN MILLER, P.E. 103 OFF -THE SHELF DEAD BOLT LOCK P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •41• • • • 0•• • • 4.626 4.000 1.400 1.750 �- J .062 DOOR PANEL 0) TOP & BOTTOM RAIL 6063-T5 1.272 3.655 } 4.726 4.100 3.111-H I .550 .050- FILLER HEAD ADAPTER 6063-T6 .050 .489 3.000 FRAME HEAD 6063-T6 .050 .079 1.489 1 7 1.479 3.000 011 OUTSWING THRESHOLD 6063-T6 ►-1.750-a^ 4.726 4.100 DOOR PANEL SIDE RAIL 6063-T5 1.500 I .125j 1 A J I .750 t 34 TRUSS CLAMP 6063-T5 SL HEADER 6063-T6 1.750 4.675 DOOR PANEL INTERIOR ASTRAGAL 6063-T5 1�-.558 .683 73 .050 3/8" GLAZING BEAD 6063-T5 J 1.479 1 L .750 .075 4.675 .683 ►-1.750 4.726 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 -.525 .050 7/16" GLAZING BEAD 6063-T5 • • • • • • • • • • •• • •• ••__ .•3.i0p• -i • • 6 -T6 S! SILL• • 5.212 • 4.586 • •I • • • •• • • • • •I • •I • • .830 ••• • • • • • • • • .050 • • • • • • ••• r_1.480-1 3.000 20 .050 DOOR FRAME, JAMB 6063-T6 050 3.000 62 SLJAMB 6063-T6 2.980 • • • • • • • •O •LJAMB • • • 6¢ ADAPTER • • • • •.. •• •6063-T6 13 7 3 .050 .250 H {-- WEATHER ,J STRIP CHANNEL 6063-T5 0.375 2.125 .125 HINGE 6063-T5 IG GLAZING BEAD 6063-T5 504 -�-{ .360 .055�if� OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.750 .650 -".-I 125 22 TUBE MULL 6063-T5 1 1.000 PRODUC r REVISED [Pbuntlibg with. p• d& Flor AaCptoae No I‘ AA Z�(. Extir■•.• Note tIA 1 H l e 0 CV 0 O Tr 4 CD s o• 8 co Z 0 U 0 cri 1- J CD 07 06 OC O 0 CD U Z LU D' LL Q A. LYNN MILLER, P.E. P.E.# 58705 lL • o 0 � C r o_ u_ O Z m • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • HEAD ZONE "C"" JAMB ZONE SILL } ZONE. C" SEE TABLE 3., SHT. 9 HEAD } ZONE�ZONE "F"__rZONE 1 JAMB ZONE "B" SILL I SILL I SILL ZONE t ZONE "F" 1 ZONE SEE TABLE 7., SHT. 9 E JAMB ZONE "B" HEAD ZONE "E"" 1 SILL 1 ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD HEAD HEAD ZONE "D""ZONE D" I I SILL I SILL I ZONE "D" ZONE "0" SEE TABLE 4., SHT. 9 HEAD HEAD ZONE "D"ZONE "F" SILL 1 SILL SILL T- ZONE-{ • • d ZONE "D" ZONE "F" „E„ • • „t„ • • ZQN; • • SEE TABLE 7., SHT. 9 • • • • • •SEIE TABLE 7, SHT. 9 X, P • • ELt OF AIgCI-JR:et FOF7'i�71 3/4" x 83 3/4" 'XX' DOOR, 11n • • 'WISH 1983 301" SIDE I•ITb 4SEE SOLUTION AT RIGHJ w z O HEAD HEAD ZONED"ZONE E" l XO OR OX 1 ZONELD" t ZONEL"E"� SEE TABLE 6., SHT. 9 HEAD JAMB ZONE "B" ZONE-1-1ZONE "F" ZONE "F" ZONE — * —* * f ** ** 1 » i OXXO JAMB 2 LL —*- SILL • i•ZQNEs�— SILL, • t • • SILL c" O ONE -I JAMB ZONE "B" = 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 3/4" 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+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, II' nert O.C. FOR .MUD 63f E EXAMRE OOPXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. • • • • • • • • HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 2017/8" NIA) OC. • • • • • HEAD 8 SILL OF SIDE LITES: 6" 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. • * = ANCHOR LOCATION FOR EXAMPLE ABOVE /RODUC f REVISED ma comply+• why the Flo,Y6 b ,di.A Cods Acegw•ct No It -6d29 EsMr•Ms•Daft 1e1rslt-1 8 F- 4 2 In ots w F- J w N 0 0 0 0 z Nw LL u- 10a A. LYNN MILLER, P.E. P.E.# 58705 LL ui I sp O_ IL O Aco In z O 6 r CERT. OF AUTH. #29296 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 3. X DOORS TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) TABLE 6.0 SIDE LITE TABLE 6. XO & OX TABLE 7. OXO, XXO, OXX & OXXO GLASS TYPES A, 8, C, D. E GLASS TYPES A, B, C, 0, E GLASS TYPES A, B, C, D, E GLASS TYPES A, B, C, 0, E GLASS TYPES A, B, C, D, E ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD2ONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES "X' - 25.50 TO 37.50 O - JAMB "B" 0 - HEADISILL "E" X - HEAD/SILL "D" X - JAMB "A" 0 - JAMB "B" - HEAD/SILL "E" "X" - 25.50 TO 37.50 ''XX" - 47.75 TO 71.75m m LL 6 a w "0" - 10.75 TO 36.75 m "X' - 25.50 TO 37.50 "XX' - 47.75 TO 71.75 i I coa SIDE LITEIS WIDTH x HT. SIDE LITE WIDTH x HT. M O = �( WIDTH x HT. M O WIDTH x M. WIDTH x HT. 1 X 25.50 x 79.75 5 -, 2 ....- 7 4 .- .- _ 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 WIDTH 83.75 4 2 83.75 4 1 4 1 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 87.75 4 2 87.75 4 1 4 1 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 91.75 4 2 91.75 4 1 4 1 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 95.75 4 2 95.75 4 1 4 1 95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 12.75 x 79.75 4 2 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 83.75 4 2 83.75 4 2 4 2 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 87.75 4 2 87.75 4 2 4 2 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 91.75 4 2 91.75 4 2 4 2 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 95.75 4 2 95.75 4 2 4 2 95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 19.00 x 79.75 4 3 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 83.75 4 3 83.75 4 2 4 2 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 87.75 4 3 87.75 4 2 4 2 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 91.75 4 3 91.75 4 2 4 2 91.75 6 2' 8 4 2 5 91.75 6 4 7 4 3 5 95.75 4 3 95.75 4 2 4 2 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 21.75 x 79.75 4 3 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 83.75 4 3 83.75 4 2 4 2 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 87.75 4 3 87.75 4 2 4 2 87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 91.75 5 3 91.75 5 2 4 2 91.75 6 2 8 4 2 5 91.75 8 5 8 4 3 5 95.75 5 3 95.75 5 2 4 2 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 27.75 x 79.75 5 3 33.50 x 79.75 6 3 8 4 3 3 83.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 83.75 5 3 83.75 5 2 4 2 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 87.75 5 3 87.75 5 2 4 2 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 91.75 6 3 91.75 6 2 4 2 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 95.75 6 3 95.75 6 2 4 2 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 36.13 x 79.75 6 4 ' 35.50 k 79.775 6 3 8 4 3 5 67.75 x 79.75 6 5 8 4! 3 5 36.13 x 79.75 6 3 4 3 • • • 13.7• 6 41 83.75 6 3 4 a• `- 4 5, 83.75 6 5 8 4 1 3 5 87.7: TIT 83.75 87.75 6 6 3 3 8 8 4 3' 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4• 3 •: V17.5 91.75 7 3 4 3• 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 • • • 95!7t 7 9 95.75 7 3 4• t 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 36.75 x 79.75 6 4 37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 6 5 8 4 3 5 -Cr 36.75 x 79.75 6 3 4 3 83.75 6 4 83.75 6 3 4 3 83.75 6 3 8 4 3 5 83.75 6 5 9 4 3 : • �7•7� 7.9 87.75 7 3 4' 3 • 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 • 111.7. 7 S 91.75 7 3 4• 3 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 ; • • :5.7: 7.5 95.75 7 3 di. 3 95.75 7 3 10 4 3 5 95.75 7 6 10 -4 3 5 APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. PRODUC r REVISED all.diulgplyiskiced.witia Mc Florida AceeppMce No 1/_.- 0 [ Z9. �•� ElplcaW Date, 1 • 0 cn ,kO i 4 N a O A N a 0 2 rn w H J w 0 ce 0 0 2 U W u_ LL 48 3p� O_ O N gZ 0 ALL a NFNIs 0 A. LYNN MILLER, P.E. P.E.# 58705 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 2X WOOD BUCK, NOTE 2 - 1 3/8" MIN. �— — — 1 /4" MAX. SHIM WOOD 'RN ANCHOR EXT. TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. 3.4 KSI MIN. CONC. !i(a111�: lii WOOD ' L,, ON STAGGERED CENTERS, ANCHOR I TYPE OR 3, ' it NOTE 1 IJ 2X WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK, J NOTE 2 1 3/4"1 3/4"� MIN E.D. 1 MIN E.D. 1/4" MAX. _ SHIM 2X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) DOOR HEAD (CONC) ) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/4" MIN. E.D. IIM1111 I•i�niuuwu. 'J .. 1 3/4" MIN. E.D. 1.5 KSI MIJN._CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) EXT. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 r1/4" MAX. EXT._ 1/4" MAX. SHIM 2X WOOD BUCK, NOTE 2 EXT. 1 3/8' MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/8" MIN. I —1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/4" -. • MIN. E;D.•• EXT. 1 3/4" MIN. E.D 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4" MAX. SHIM 1X WOOD BUCK, NOTE 2 - SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 1 NE'D.� 3.4 KSI MIN. CONC. } DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/4" MIN. E.D. 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM 1 ,••..1 3/8" TYPE 1 3.4 KSI MIN. :' j 3/4" TYPE 2 CONC. " 1 3/4" SIDE LITE SILL (WOOD) MIN. E.D. SIDE LITE SILL (CONC) 1 3/8" MIN. •• ••• • • • • • •• 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED LLIQ;/41A4C(14StMeEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TEACONCRETE EOGIi 16.1 3/4i FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (iyet 2l • • • • • • • • 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, JrOIE-SARINK, NON-ME►ALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBS1�4ATy, AND TFEF-IEAR LOP SISBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE•, ORASI�PPROUED B' THEAUTNOFFITY HAVING JURISDICTION. • • • • • • • • • • ••• • • • ••• • NOTES: PRODUCf REVISED as eomplyiag n NY die Florida W Wiae Gad. Mee/tsars No 16-0 C24/ • l Esping/MN Dale b -T (SC 70'1 1. LL.L f 8k s'IM'4 t'; '•ecCwtrd 0 •• o A In J 0 Z 0 0 2 0) W 1- J w 0 0) *S 0 0 0 2 0 z w CL U_ Q U_ 0 iO 0 U- O O gZ Vl A A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} 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 RER - 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. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code.... This product is approved as described herein, and has been designed to comply with the Florida Building. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. m iamidad e.aov/ec ono m y Code, including the High Velocity Hurricane Zone.- • (DESCRIPTION: Series "SGD=770"Aluminum Sliding Glas Do' o w / 90° & 1S. d:orners`= APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGA, j..M Impact". sheets. 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer; sigxed and..... sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product CorrtrQl•R�visiorl stamp with • the Notice of Acceptance number and expiration date by the Miami -Dade County Prtithitt Control Section. MISSILE IMPACT RAT : Large and Small -Missile Impact Resistant : • : • .• . • . • LABELING: Each unit shall bear a permanent label with the manufacturer's nnm , oar logo•, city, state,' model/series, and following statement: "Miami -Dade County Product Control Appre'ed", unleSS'gt4rwise• • noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration 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 of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA## 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI-DADE COUNTY APPROVED NOA .No— 6- 9.06_ Expiration Date: February 17, 2020.. �. .....r 0 (Approval Date: August 04, 2016' Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; •'. • • • •• 2) Uniform Static Air Pressure Test, Loading pef FBC, TA5202:.94 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • 4) Large Missile Impact Test per FBC, TAS 20494. .. • . 5) Cyclic Wind Pressure Loading per FBC, TA•293-94 • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and'1'4S•202-94 • • • •. along with marked -up drawings and installation diagram of an a1•uminum sliding glass • • door, prepared by Fenestration Testing Laboratory, Inc., Test Rvott t o. FTL-1554, • dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. . (Submitted under NOA No. 14-0123.10) • • • • • • • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202t94 . • • • • • 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 sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. 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 sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.... (Submitted under NOA No. 15-0430.08) • ••.. • • • • • ••• • ••• • • •• • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, comply i with FBC=5r11 Edition (2014), dated 01/30/15, prepared by manufacturer, sighetl.attd seated4y. Anthony Lynn Miller, P.E. • • • • • • • • (Submitted under previous NOA No. 19-0128.11) • • • • • • • •• 2. Glazing complies with ASTM E1300-09 • • • ' • • • • • • • • • • D. QUALITY ASSURANCE • •' 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5th Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20. • • • • •• . ••.• • •• • ••. • •• • • • • • ••••• •• • • • • • • •.•• • •• • • ••.• • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• l /' Jorge M. Plasencia, P.E. 1 roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/135° CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 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 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC 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 NOA•S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 • Group Anchor Substrate Member Member Min. Edge Distance Min. Embedment 1 1/4' Elco Ultracon Concrete (min. 285 ksi) Head/SIII/Jamb 1" 1-3/8" ! Ungrouted CMU, (ASTM C-90) Jamb only 2-1/2" 1-1/4" '.Grouted CM U (ASTM C-90, min. 2 kai grout) Jamb only 2112" 13/4' Con°,ete (min. 3.35 Xs') Head/Sill/Jamb 1' 1-3/4' 2 1/4" Eko 410 B.S. Crete Flex Ungrouted CMU, (ASTM C-90) Jamb oNy 2-1/2" 1-1/4' P.T. Southern Pine (SG=0.55) Head/Sill/Jamb 1" 1.395' 3 1/4" Elco Ultlacon Concrete (min. 2.85 ksl) Head/Sill 1' 1-3/8" Ungrouted CMU (ASTM C-90) Jamb only 1" 1-1/4" #12, 1B-0ar 410 S.S. SMS, (min. 11 threads/In)Steel, P.T. Southern Pine (SG-0.55) Hd/SWJamb a 9/16" 13/8" Aluminum, 6063.15" Head/SIN/Jamb 3/8" 0.083' A36" Heed/SillJamb 3/8" 0.050" Steel Stud, A853 Gr. 33" Head/SIIUJamb 3/8' 0.0451" 1/4' Elco 18.8 S.S. Aggre-Galor Concrete (min. 3.276 kW) Head/S0/Jamb 1-1/2" 13/8" Ungrouted CMU, (ASTM 0-90) Jamb oNy 2" 1-1/4' Grouted CMU (ASTM C-90, min. 2 ksi grout) Jamb oNy 2" 2" P.T. Southern Pine (SG=0.56) Head/SIN/Jamb 1' 13/8" 4 #12, Steel SPAS G6, (min. 11 threads/in) P.T. Southern Pire (SG=0.55) Heed/Sill/Jamb 9/16" 13/" Aluminum, 6063-15' Head/SIR/Jamb 3/8' 0.063" Steel, A36' Head/SillJamb 3/8' 0.050" Steel Stud, A6553 Gr. 33' Heed/SiU/Jamb 3/8' 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. •'P-HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUI 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 15 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 JURISDICT'^"' Glass TYP• Description (Listed from Exteror to Interior) . G3 7/16' Laminated:. (2) Utes of 316" HS Glass with .090' PVB Intedeyer' J G3A 9/16" Laminated: (2) Liles of 1/4" HS Glass with .090" PVB'Ihtedayer G4 7/16' Laminated: (2) Utes of 3/16" HS Glass with .090" SG Intedayer G4A 9/16" Laminated: (2) Utes of 1/4' HS Glass with .090" SG hterleyer G5 T Laminated I.G.: 3/16" TExterior Cep+ 3/8" Air Space + 7/16" Laminated; (2) Utes of 3/16" HS Gass with .090' PVB Intatayer G5A 1' Laminated I.G.: 1/4" T Exterior Cap + 5/18" Air Space + 7/16" Laminated; (2) Lines of 3/16" HS Glass with .090" PVB Imedayu G8 1' laminated I.G.: 3/16" TExterior Cep+ 3/8" Air Space + 7/18" Laminated; (2) Lites of 3/16' HS Gass with .090- SGjrrydaysr• • G6A 1" Laminated I.G: 1/4" T Exterior Cap + 6/10' Air Space + 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" SG Inte4ayer • G7 07A • 7/16" Laminated (2) Utes of 3/16" MIN Glass with .090" SG INerlayer • • • 9/16" Laminated: (2) Liles of 1/4" ANN Glass with .090' SG Inledayer • • G8 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Liles of 3/16" ANN Glass with .09041SE lnteri•ys • 08A 1" Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Utes of 3/16" ANN Glass with .090" SG hterlayer REMENTS. GENERAL NOTES 1 EXAMPLE CONFIGS 2-3 GLAZING DETAILS 4,5 ANCHORAGE 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS 12-14 ELEVATIONS 15,16 PANEL/SILL TYPES 17 CROSS SECTIONS 18,19 PARTS LIST 20 EXTRUSIONS 21.22 DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 6 30N SHEETS 6, 7 & 8 RATED FOR LARGE 6 SMALL MISSILE IMPACT RESISTANCE STANDARDS USED: *2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-S100-07/52-2010 GtAZIING NOTES, • • • 'AM= VsIN o� •GI "NS" • H�qT T jl TI-ItED "T=i'EMPEPIED• • • "PVItl•= .09E" BU•ACITESlw/B BY KURARAY AMERICA, INC. "SG" _ .090" SENTRYGLAS® BY KURARAY AMERICA, INC. PRODUCT REVISED as complying with the Florida B.Uding CCeedde NOANo. 16-0629.06 Expiration Date 02/17/2020 By Mlaml Product Control Rowe etc JR Rn=d ar orc 05/052018 Owls arars e Ralr+rs ADDED SPACERS TO SHEET 15. Read* fwwal< JR 10/1N14 Chador er orr 1070 TECHNO1.OGYOR4 H t/EN/CE FL 34275 • (941)4861600 • • CERT. OFAUIH. aQaSe SENERAL MOTES AND MAP ak. • • • SERIES C AtUt SGD - LM IMPACT • .Rk PGT0130 • • SGD-770 • • • 122 B ,'O1't LYNN M/ oC.ENSF ••, F9 *' No.58705 STATE Or : • /1{ FtoRtoP.,•'r� P.E. lltt 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 3-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 am NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT WIDTH MAX. UNIT WIDTH LT% Oa TIP,® MAX. UNIT HEIGHT PER TABLES 1-3 5-PANEL CONFIGURATIONS Lea TifT TIP NOF 0 2-PANEL CONFIGURATION NOM. PANEL WIDTH PER TABLES 1-3 is muz ®ek grvin arm POCKET 1�r MAX. UNIT WIDTH CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OM( IN POCKET CONFIGURATION CAN BE O)0X(p. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET 0 0° a MAX. UNIT HEIGHT Lu w PER 8is TABLES13 ` I Rend Br Anita we a.a JR 10/10/14 o°w +R WARY .... Al Till UT UT ill TiET CI IVOT fL7 fF1 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT IA HEIGHT 'arc PER 8 k' TABLES 1-3 ••�m �i• • • • •I. POCKET jj • • •• • • • • -I\4- •--, • • • nl!.ITatg%43a%fAd:a4.0 1070 TECHNOLOOYDRV N. VDVICE FL 34275 • (941)-480.1600 •• . • CERT. OFAUTH. 8 /f__DETAIL LETTER �J c CONCRETE INSTALLATION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" NLrar POCKET 4Tar3.A" I3a vritrePRITTLETW CORNER TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) EXAMPLE CONFIGURATIONS • • r • TERIES • 7JD A=U SGD - LM IMPACT /r.a•adc • as• • oxaex° • scan • • •NTS• 2 + 22 PGT0130 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Mla roduct Control A. LYNN MILLER, P.E. P.E.% 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT, 96" OR 120" NOM. PANEL WIDTH PER TABLES 1-3 MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT 6-PANEL CONFIGURATIONS MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT WIDTH Al ill m ilEi AI Ur lie 1 / 0 e 492s2 ek IS:r ` el NU ill ND / 1 An ik, / l 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH eh ea IRLY POCKET .1 ___, 00 Se MAX. UNIT HEIGHT PER TABLES 1-3 i Q7 dith fE7 IRY 7/ 7/ a m • • • . 8-PANEL CONFIGURATIONS • •• • • • •• ••• •• CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp. pXXXX OR XXXXp. OXX( 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. = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER Q�i✓ = WOOD OR METAL INSTALLATION ® "c" = CONCRETE INSTALLATION i-----SHEETNUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" 00 fife �Q�T��IT�Y2m PRODUCT REVISED as complying with the Florida Building Cod* NOA-No. 16-0629.06 Expiration Date 02)17/2020 By MIamroduc�l Rated 8, Das 00* DYwn Er JR 10/10/14 Ova. 6y Et. • 1070 TECHNOLOGY MINE N. VENICE, FL 34276 • (941)-480-1600 • • ••• CERT. OFAUTN.1 E (AMPLE CONFIGURATIONS SERIES zi 1 f L44. SGD - LM IMPACT _•_ • • sGD770• • +�• B°i'_ NT9 3 - 22 PGT0130 A. LYNN MILLER P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16" NOM. 3/16•' HS GLASS .090" PVB 3/16" HS GLASS EXTERIOR a 3/4" NOM. GLASS BITE • 7/16" NOM. 3/16" HS GLASS .090" SG 3/16" HS GLASS EXTERIOR 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G3 ,9 7/16" LAMINATED GLASS, TYPE G4 9/16" NOM. 1/4" HS GLASS .090" PVB 1/4' HS GLASS EXTERIOR 3/4" NOM. GLASS BITE 9/16" NOM. 1/4" HS GLASS .090" SG 1/4' HS GLASS EXTERIOR a 3/4" NOM. GLASS BITE 3/16" HS GLASS .090" PVB 3/16" HS GLASS 3/8" AIR SPACE 3/16' T GLASS EXTERIOR 3/4" NOM. GLASS BITE o +1 1" NOM. 1" LAMINATED I.G. GLASS, TYPE G5 3/16" HS GLASS .090" PVB 3/16" HS GLASS 5/16" AIR SPACE 1/4" T GLASS 1" NOM. +- MD 3/4" NOM. GLASS EXTERIORAk BITE m i,M'Avz'L 1.64K1111 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" BUTACITE PVEBY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAeBY KURARAY AMERICA, INC. • • • . • • • •• • •• • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date P2/17/2020 By MlaMI 5 b m • roduat Control R..or JR Dow 05/052016 Roam s ADDED SPACERS. RndeF Rend* Revbb,r: Oro. eF JR 10/10/14 • 1070 TECHNOLOGYORAE N. VENICE FL 3427E • (941)4604e00 • ••• CERT. OFAUTM 429296 • • GLAZING L TA?LAS SERIES 7.75 AIU &. SGD - LM IMPACT tatalk.t • • SGO-7 • • • s.c •N 4 r22 PGT0130 B A. LYNN MILLER P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ..• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • EXTERIOR GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1" NOM. 3/16' HS GLASS .090' SG 3/16" HS GLASS 3/8" AIR SPACE 3/16" T GLASS EXTERIOR a 3/4' NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6 1" NOM. 3/16" HS GLASS .090" SG 3/16' HS GLASS 5/16' AIR SPACE 1/4"TGLASS0 loll cm in 3/4" NOM. GLASS BITE 0 0 1" LAMINATED I.G. GLASS, TYPE G6A GLAZING NOTES: "ANN' = ANNEALED "HS" = HEAT STRENGTHENED = TEMPERED "PVB" = .090' BUTACITE P EPBY KURARAY AMERICA, INC. "SG' = .090" SENTRYGLATBY KURARAY AMERICA, INC. 7/16" NOM. 3/16" ANN GLASS .090" SG 3/16" ANN GLASS EXTERIOR 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE G7 9/16" NOM. 1/4' ANN GLASS .090" SG 1/4" ANN GLASS EXTERIOR a 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G7A EXTERIOR a 1"NOM. 3/16' ANN GLASS .090" SG 3/16" ANN GLASS 3/8" AIR SPACE 3/16' T GLASS EXTERIOR CD 0 I� 1 I ; l • 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 3/16" ANN GLASS .090" SG 5/16" AIR 3/16" ANN GLASS SPACE GLASS o , `A 7 0, 3/4" NOM. pin I GLASS BITE 0 ,"ririllg 1" LAMINATED I.G. GLASS, TYPE G8A •• ••• • • • • • • • • • • • • •• • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Mlam - e Product Control arasr ear am*m JR 05U52016 B ADDED SPACERS. noel an Dux Das Ontror JR 10/10/14 Cl"dadlr or • 1070 TECHNOLOGY CROWE N. VEMCE FL 34275 • (a41)480 1600 • • ••• CERT. OF AVM 429296 S 'AZING METALS SERPES jib igu • ar• • warns • • NTS SGD - LM IMPACT 5 m 22 PGT0130 B A. LYNN MILLER P.E. P.Eli 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ^UL`Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 135° corner units, see sheet 11 7 Maximum DP for all sizes: +60 / -60 2? . 'r' (May, be imited by Table 1A) Tab e applies to Glass Types 3, 3A, 5, 5A, 7, 7A 8 8 8A and the Stile / Astragal types shown below. Door Unit Height `- 80' B4" 90" - -- 96" 69-7/8" DLO 73-7/8' DLO 79-7/8" DLO 85-7/8" DLO Anchor Group Anchor Group Anchor Group Anchor Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 t CO a 2 24" DLO Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 6 8 8 8 8 8 6 6 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 30" DLO Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 36"O DL Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 B 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 42' DLO Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 Jamb 8 8 8 8 B 8 8 8 8 8 6 8 8 I 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 i 7+8 7+8 7+8 46' lXQ Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4' AND 2-1/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE 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 INSTALLED. TABLE 1A: Sill Height to Max. (+) DP (Water Iniitretion Rating) SI Riser Height (+) Design (Flat or Box, see Pressure, per Sheet 17) Flush - 1-1/2' sea note 3 Low - 2-1/2' + 46.67 Medium - 3-1/4" + 60.0 High • 4" + 60.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" OH LENGTH I+— �C OH RATIO 21 x O OH RATIO - OH LENGTH OH HEIGHT Interlock P-hook Lockstlle@Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ • 90'Astragal 135' Astragal Assembly Lockstile @ 135'Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile �!� �� « J��« '�I ® s Standard Astragal Outside Corner t---p.-{' • • • e Coffer Inside Co per • •• Outside Corner Inside % Corner ' V� T g761side� Corner Inside 1 J`T' f�� e1�Y— 1 • • • Es16 • • Part #60 (x2) Part #60 Part #60 Part #60 (Stile) Part #67 (Astragal) • Part #60 • Part ISP(StifE) • • 11art1111$ (Cr(tip: Receiver) • r� •�u •R•rt pla0 ils) * • Part #61 (Stile) • •Parts #31 & #32 (Corn. & Fxd Mount) Part #61 0"Y ran�,e.c Rana ly Mir RoJkost: ex" ow"ra' JR 1W10114 1070 TECHNOLOGYDRIV# N. VINCE. FL 34275 a • /94)480.1600 • • CERT. OFAUTN. MEW, t'1 • O-770 • • •DF.ANDANCHORAGE SER1 77?AL(1M S SGD - LM IMPACT •sa,: At vrt • •� s 22 P070130 ar B PRODUCT REVISED as complying with the Florida Building Code NOAalo. 16-0629.06 Expiration Date 02/17/2020 A. LYNN MILLER, P.E. P.E # 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90' or 135' comer units, see sheet 11 Maximum DP for all sizes: +60/-SO (May be limited by Table 2A) Table applies to Glass Types 4, 4A 6, 8A, 7, 7A, 8 8 8A and the SSI. / Astragal types sham below. Door Unit Height BO" B4• 90' Ok9 102" 108" - 114" 120' 69-718" DLO 73-7/8" DLO 79-7/8. DLO 85-7/8' DLO 91-7/8" DLO 97-7/8" DLO 103-7/8" DLO 109-7/8" DLO Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group Ancho Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 C4.1 2 C4.1 3 C4+1 4 C4+1 35g 24' DLO C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1. C4+1'C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 10 Head/SIII C4.1 8 10 10 10 10 10 10 10 10 9+10 9+10 P4w9k 6++7 8+7 8.7 6++7 7+8 7.8 7+8 7+8 788 788 7++9 7+8 7.8 788 788 7+8 8 9 8+9 89 8+9 8+9 89 89 8+9 9*10 9+10 9+10 9+10 9+10 9+10 C4+1 C4+1 C4.1 30" DLO Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4.1 C4+1 C4+1 C4+1 C4*1 C4.1 C4*1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4.1 C4+1 C4+1 10 J 6++7 6++7 6+7 8+7 7+8 788 7*8 7+8 7+e 788 7+8 788 7+8 7+8 7+8 78+8 8.9 8 9 89 8+9 8 9 8 9 8 9 8 9 9+10 C4+1 C4*1 C4+1 36' o Head/SIB C4+1 C4+1 C4+1 C4+1 04*1 C4+1 C4+1 C4+1 C4+1 C4.1 C4.1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4.1 C4+1 C4+1 C4+1 C4+1 C4.1 C4.1 C4+1 C4+1 C4+1 C4+1 10 C4+1 10 10 10 10 8 B 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 9+10 Jamb P•8506 8+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7*8 7+8 7+8 8+9 8+9 8.9 8+9 8.9 13+9 8+9 8+9 9+10 9+10 9+10 9*10 9+10 C4+1 9+10 C4*1 9+10 C5+1 05+1 42" DLO C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4.1 C4+1 C4+1 C4+1 C4+1 C4.1 C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C5+1 C5+1 10 10 10 Head/Sill 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 9+10 9.10 Jamb P4nnk 6+7 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 89 8+9 8+9 8.9 8.9 89 8+9 9+10 9+10 9+10 9+10 9+10 9+10 C5+2 C5+2 48" 41 DLO C4+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4.2 C4+2 C4+2' C4+2 C4+2 C4+2 C4+2 04*2 C4+2 C4+2 C4+2 C4+2 C4•2 C4+2 C4+2 C5+2 C5+2 CA+2 C5+2 C5+2 C5+2 C5+2 C5+2 10 10 10 Head/Sill C4.2 8 8 8 8 8 8 8 8 6 8 8 8 8 8 8 6 10 10 10 10 10 10 10 10 10 10 10 10 10 9+10 9*10 Jamb 8+7 8.7 6+7 6+7 7+8 7+8 7*8 7+8 7*8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 54" ��Jamb P-hmok Fbad1Slll C4+2 C4+2 04+2 C4+2 C4*2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4.2 C4+2 C4+2 8 8 8 8 8 8 8 8 8 8 8 8 8 8 B 8 Phook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7.8 7+8 7+8 7.8 7+8 7+8 7+8 ;tit 7+8 Not available in these sizes 0DL DLO Head/Si C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4.2 C4*2 C4+2 C4+2/1•S+ C5.2 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-book 6+7 6+7 6+7 8+7 7+8 7+8 7.8 7+8 7+8 7.8 7+8 7+8 7+8 7+8 \7+Q/ 7+8 NOTES: (J = EXAMPLE ON SHEET 9 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60,0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4", 3-1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE 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 INSTALLED. • Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-1/2° see note 3 Low - 2-1/2" + 46.67 Medium - 3-1 /4" + 60.0 High - 4" + 60.0 SEE NOTES 1-3 x 2 0 DLO WIDTH = NOM. PANEL WIDTH-7' OH LENGTH I-+- DLO HEIGHT = DOOR UNIT HEIGHT-10.125" OIO OH RATIOa1 OH RATIO = OH LENGTH OH HEIGHT R ASSEMBLY DETAILS. THE FOLLOWING STILE Interlock 8 ASTRAGAL P-hook TYPES SHALL 8t USto Lockstile @Jamb I -UK IAtbL0 4, Straight Astragal Assembly Leo once r.* *1 a Lockstile @90' Straight Astragal « r v.. • ,-.,., •-••.•--••--••-• Astragal Assembly •_ ...._ _..__. Lockstile @ 90° Astragal _ _ _ 135' Astragal Assembly Lockstile @ 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile `« 4-4 _ Standard Astragal • •Inside.• Outside Comeri. Outside CornerODerl Inside � Corner Outride Corner l•=r 1` �on1•�r • • • • • 000 • • ne •lac . • Part #61 (x2) Part #61 Part 961 Part #61 (Stile) Part 857(Astragal) Part #61 • • • Part��•& (S1IIe)• Palt #118 (Comer Receiver) • • iart #=19 ut, • Part#120 In.) • Part #61 (Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part 961 Arad OF bY: Luanne JR * 0/14 Choked le ar 1070 TECHNOLOGY MIME It VENICE, FL 34276 • (041) 4804600 • • • • • CERT. OPAU7N. 029196 -�9PANDANCHORAGE L__• • • • • •� • • PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" PRODUCT REVISED as complying with the Florida Building Code Noe -No. 16-0629.06 Fxplratlen Date 02/17/2020 By Miam a uc ontre • 00-779 • • • NTS 17 ' 22 POT0130 4gERiES VD 4441. SGD - LM IMPACT µ A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0110 • • • 000 • • TABLE 3: Design Pressure (DP and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° a 135° corner uNts, see sheet 11 Maximum DP shown below (May be IlmIted by Table 3A) Table applies to Glass Types 4, 4A, 6, 6A. 7, 7A, 8 & 8A and the Stile / Astragal types shown below. Door UNt Height 80" 84' 90" 96" 102" 108" 69-7/8' DLO 73-7/8" DLO 79.718" DLO 85-7/8° DLO 91 7/8' DLO 97-7/8' DLO Ancho Group Anchor Group Anc ha Group Anchor Group Anchor Group Anchor Group 1 1 2) 3 4 1) 2 1 3) 4 1 2 1 3 1 4 1( 2( 3 1 4 1 2 1 3 4 1 2) 3 f 4 l __ Nominal Panel Width 1 24 17" DLO Design Pressure +/-90 0 per +/412 ps +/-7 .0 pai C4+1 04+1 H•ad/S81 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C441 C4+1 C4+1 C4+1 C441 C4+1I C4+1 C4+1I C4+1 C4+1 C4+1I Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 • 8 10 1 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 _ 7+8 7+8 8+9 8+9 8+9 IT 8+9 8+9 8+9 Ir 8+9 8+9 30° 23" DLO Design Pressure +1--90 0 psf +/-82 5 psf +/-75.0 psi Head'SIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1I C4+1 C4+1I C4+1 C4+1 C4+1 C4+1 C4+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 P-hock 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 - 7+8 - 7+6 - 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 849 8+9 36" 29" DLO Design Pressure +/-90 0 psi +/-82 5 psf +/-75.0 psf Head/S81 C4+1 C4+1 C442 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C6+2 C5+2 C4+1I C4+1 C5+1 C5+1 C4+1 C441 C5+1 C6+1 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8_7+8_ 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 42" 35" DLO Design Pressure +/-90 0 pal +/-82 5 psf +1-75 0 psi Head/SII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 05+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C6+2 C5+2 C5+22 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 Jamb 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 849 8+9 8+9 8+9 8+9 8+9 8+9 48" 41" DLO Design Pressure +/-90 0 psi Soo Note A below +/-82 6 psf +/-75 0 psf Heed/S111 C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 06+2 C6+2 Jamb 8 8 8 8 13 8 10 8 8 8 10 8 8 8 10 8, 10 10 10 10 10 10 10 10 P-800k 6+7 7+8 7+8 7+8 7+8 8+9_ 8+9 8+9 °,^T, 8+9 8+9 8+9 8+9 8+9 R GLASS 9+10 TYPES 9+10 9+10 4 4A 8+9 6 6A 9+10 7A 8 9+10 P. 8A' 9+10 +/-A7 8+9 1 FOR 9+10 Ca ASS 9+10 TYPE 9+10 7 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. . +/ 900 PSF FO -. NOTES: POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL. POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION 15 NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE 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 INSTALLED. i DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT- 1.866" 18 & 19 FOR ASSEMBLY DETAILS. THE FOLLOWING S Interlock IILt 6H5 IKNLSAL P-hook I rrco arts.., DC voc..v.... Lockstile Jamb ,.,.,«..,•,�•-,.••�c Straight Astragal Assembly ....... • ........ Lockstile @ Straight Astragal •_ ...- ... ._.._------. 90' Astragal Assemby - Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 135' Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile »_ _ �- « Mr* 6f• Heavy-duty Astragal • Outside Corner sr •—' ~ � Inside Coner • Outside Corner s Inside • C•rnn • • •Outside • Inside Corner • • Corner ' Part #61 (x2) Part 861 Part #61 Part #61 (Stile) Part #68 (Astragal) Part 961 • Apart #6y(Stiel � 1 Partinge(Ccm•I• Receiver) WarP#1111(C•t.) part #12t,t'j • (ir • art #61 (Stile) a arts #31 & #32 (Corn. & Fxd Mount) Part #61 TABLE 3A Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1.1/2" see note 3 Low - 2-112" + 46.67 Medium - 3-1/4' + 60.0 High-4' +90.0 SEE NOTES 1-3 OH LENGTH 4-"— r k0 0) x 0. OH RATIO z: 1 OH RATIO - OH LENGTH OH HEIGHT PRODUCT REVISED •e complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Mlaml- roduct Control nrwex Dd. D.r Rablaiv RAW a. r Mow Dr JR 10r14M4 awdall Illy onr taro 79CNNOLoo7DRA'• N. VBOICE, FL 34278 • (941450-1600 • • CERT.OFAUM. • •DPAND ANCHORAGE • •SERIFS 7jle* !GO -no • • WTS SGD - LM IMPACT 5- 8 r 22 PG70130 B A. LVNN MILLER, P.E P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • SEE SPLICE NOTE, THIS SHEET 4.051 7 24" MAX. O.C. 24" MAX. O.C. 60" NOM. PANEL WIDTH 3.5" • / - • NO FRAME "7+8" P-HOOK ANCHORAGE CONSISTS OF: JAMB REQUIRED @ EXTERIOR POCKETS SEE POCKET JAMB (7) P-HOOK ANCHORS, (PERPENDICULAR TO GLASS PLANE) SEE TABLE 2, SHEET 7 AND (8) P-HOOK MOUNTING INSTALLATION, ADAPTER THIS SHEET ANCHORS MIDWAY & SHEET 14 BETWEEN P-HOOK ANCHORS & AT 3" FROM TOP & BOTTOM 1 MAX. TO OPENING EDGE OF POCKET SEE I "+2" ANCHORAGE CENTERLINE OF PANEL 1 INSTALLATION DETAILS 'Jc' & 'Kc', END PANEL SHEET 14 & PART ANCHORAGE DETAILS 'J' & 'K', (2 ANCHORS) SHEET 19 FOR P-HOOK ANCHORS 6" MAX. 1°I qq 11�I I i°I rn • I 'o II4• MAX. G.C. o •I loj el tm y-kI ® I°I r 3"MAX. 6" MAX..lo! END PANEL ANCHORAGE (SEE SKETCH BELOW) 8" MAX., TYP. SEE "C5" CLUSTER MAX. UNIT WIDTH — SEE "C5" CLUSTER DETAILS DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK INTERLOCK CLUSTER, SEE 60" NOM. DETAILS, SHEET 1 t / x \ l PANEL WIDTH / x x xJ xx f x x7 x ,0J xx) 3" MAX. to 0 n O Z rn x = FRAME ANCHORS •= P-HOOK ANCHORS o = P-HOOK MOUNTING ADAPTER ANCHORS x x x x x x ' x• x x ` x1, xx x \ —2+2".+z"*2" ANCHORAGE ANCHORAGE ANCHORAGE EXAMPLE: 5-PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 60" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) CENTERLINE OF INTERLOCK SEE "C5" CLUSTER DETAILS, SHEET 10 FOR INTERLOCK "+2" ANCHORAGE CENTERLINE OF PANEL 2 REQUIRES "C6" CLUSTER, SEE DETAILS, SHEET 11 4.051" ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE AT RIGHT: JAMBS & P-HOOKS; 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE CENTERLINE 1-4-OF INTERLOCK //// SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL 3.5" / //\Z._/ %k / , •• I- CENTERLINE "+2" ANCHORAGE CSE MfERL• • OF PANEL 3 1 OF PANEL 4 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 5' /• CENTERLINE H-OF I ASTRAGAL END PANEL ANCHORAGE (2 ANCHORS) • �2' ANCHORAGt a L- CENTERLINE OF PANEL 5 204 21" MAX. 0.C. Lj "+2" ANCHORAGE 6" SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL MAX. O.C. 6" X. —I1 21' MAX. O.C. } 4 PAIRS OF ANCHORS (TOTAL 8 ANCHORS) PER JAMB (SEE JAMB DETAIL BELOW) END PANEL 6"MAX. ANCHORAGE (SEE "+2" SKETCH BELOW) ANCHORAGE EXTERIOR 5.64" 2 TRACK FRAME JAMB ANCHOR PAIR 8" MAX. 'D SPLICE NOTE: NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. Rom I Br 6r oar awn Ely: JR 10/10/14 Clod. Br. 1070TECHNOLOGY DRIIl N VEMCE. FL 34276 • (941)480.1600 •• CERT. OFAUIN. AA 'AICHORADE i SPACING & EXAMPLE PLANS •IERI fS 7 D At u,. SGD - LM IMPACT ar. •oo-no: NTSa 9 +22 o" «r le. PGT0130 B PRODUCT REVISED as complying with the Florida Building Code _NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami -Da act Control A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ASTRAGAL OR SPLICE LOCATION INTERLOCK- IF NEEDED CENTERLINE 1 3.5" EXTEERIOR 1.75" 1.111/4" DIA 11111111111 2.04" 3.5 7" £2-TRACK FRANIE"HEAD/SILL' A ASTRAGAL OR INTERLOCK_ (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK- IF NEEDED CENTERLINE 3.5" EXTERIOR 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. "C4") ASTRAGAL OR (....SPLICE LOCATION INTERLOCK--1 IF NEEDED CENTERLINE 1 EXTERIOR V Fiend Br 0t 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") EXTERIOR 7" • V 4-TRACK FRAME HEAD/SILL • • @ ASTRAGAL OR INTERLOCK • • (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") Wed BF Oak Rettalora 1QHLY14 ois f07177ECNNOLRI1'E, N. VEMCE. FL 941)-480-1500• • CERT. OF AL, 4'929298 ASTRAGAL OR I (FOR SPLICE INTERLOCK-°-1 CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 7" 7" 6- T" 2.04" EXTERIOR 4" DIAG. 2-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR INTERLOCK CENTERLINE EXTERIOR ASTRAGAL OR (FOR SPLICE INTERLOCK ►I CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 3.5 EXTERIOR 3-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5') 3.5" SPLICE LOCATION IF NEEDED 1.76" 7 2-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 2.04" 2.04" 21" MAX. O.C. 6 DIAG. 2.04" EXT� 5.64" 6" MAX. ASTRAGAL OR SPLICE LOCATION INTERLOCK-.1 NEEDED CENTERLINE 2.04„ 3.5" EXTERIOR 3 �7 ,- n 3-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR....] (FOR SPLICE INTERLOCK --I CONDITION, USE CENTERLINE 1 "C6" CLUSTER DETAIL) TRAOR (FOR SPLICE AS INTERLOCKGAL I CONDITION, DO NOT CENTERLINE USE THIS DETAIL) • •••- • EXTERIOR • •TRJ • 3.5" 2-TRACK FRAME JAMB ANCHOR PAIR 21" MAX. O.C. 21" MAX. O.C. 6" DIAG. EXTERIOR 6" MAX F4-TRACK 6" DIAG. FRAME JAMB EXTERIOR ANCHOR PAIR • 5.64" ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) 5.64° 6" MAX. 3-TRACK FRAME JAMB ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" T • 3.5 • •4-TRICK FRAME HEAD/SILL 11.2 ASTRAGAL OR INTERLOCK • • • • •(USE.WHERE &CLTATER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION 3.5 t- • . ANCHORA9E, EXAMPLE CLUSTERS SFRIES*74 AZUM. SGD - LM IMPACT sOL* • ,ITS e10 .22 a.«*. A.PGT0130 R.r B NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. PRODUCT REVISED as eomptyln with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 BY Miami-rf roduct Control A. LYNN MILLER, P.E. P.Eif 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 2.04" INTERIOR 6.1Z' INTERIOR ,�( 1 i I 3.5' 2.04" EXTERIOR 4" DIAG 4' EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08" INTERIOR lI I I INTERIOR 4.0E EXTERIOR 7" 90° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS ) 2.04" INTERIOR 6.12" I I11i INTERIOR 7' d� t'_• °, EXTERIOR I 2.04" r EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR 3.5" 7" 90' CORNER 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS ) 4' DIAG. 135" CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4") INTERIOR 7.41" " £9I 4.08 � 3.5" , 7° 135° CORNER 3-TRACK FRAME HEAD/SILL ("C6° ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS ) INTERIOR INTERIOR 5.88' 6.12 4" DIAG. 16/ I, ,>rt 1OI -E4Imommmr 3 5" , MIIIEN %� EXTERIOR INTERIOR ON EXTERIOR ALL VIEWS 2.04" 12" 2.04" 7" EXTERIOR 4" •• • • • • • • • • • • • 2,04" • INTERIOR 2.04" T' INTERIOR 2.04" 31' 4" 8.94" 4" DIAG. 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+1 " ANCHOR CENTERLINE OF PANEL "+2" ANCHOR 4" DIAG! 3.5" _ CENTERLINE j� OF PANEL "+3" ANCHOR 4.08" 4" OIA(: 135° CORNER • 4-TRACK FRAME HEAD/SILL • ("C8"ANCHOR CLUSTER REGIUIRED• • • AT ALL 4-TRACK CORNERS) • • • • • •• • • • • • • " II __ CENTERLINE OF PANEL 4-TRACK FRAME HEAD/SILL • • • • INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR 2.04" 2.04" "+1" ANCHOR 3.5' ICENTERLINE OF PANEL "+2" ANCHOR 4 DIAG. CENTERLINE OF PANEL "+3' ANCHOR 4" DIAG. 1___ CENTERLINE I OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT 'lewd By aea Rawl Os Ric Feeble Orin 9r D. m.a.e erro.cs JR 1U/1LW4 1070 TECNNOLOGYDRIIE N. VENICE. FL 3427 (94.}I60-16oa• • CERT. OFAUf1S .296 .Frti ••ANCHOII4C' EXAMPLE CLUSTERS SERIES 77DAWM. SGD - LM IMPACT • scaly? • Mrs 11 . 22 a""°sw. POT0130 RINK B PRODUCT REVISED as complying With the Florida Building Cods _ NOA-No. 16-0629.06 Expiration Dam 02/17/2020 By Nam -0 redact Control A. LYNN MILLER P.E. P.E # 58705 • • • • • • • 4,00 • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A. SHEET 1 21/16"• 1/4" MAX. r SHIM EXTERIOR a EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MA)<.) EXTERIOR 2-1/16" • EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 v EMBEDMENT: SEE TABLE A, SHEET 1 IIO�, Vn—�II(oll 1/4" MAX. SHIM I�-- ©2-TRACK FRAME JAMB WOOD INSTALLATION 2-TRACK FRAME SILL WOOD INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR a 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR a 2-1/16" IMF 2 1/16" • 1/4" rMAX. SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 3-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 /Nth3-TRACK FRAME SILL ITU WOOD INSTALLATION EXTERIOR a 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 —.I 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2 1/16" • METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR a 2-1/16" • SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 4-TRACK FRAME HEAD METAL INSTALLATION SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 LTA 4-TRACK FRAME SILL METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 • • • • • • • • • •• EXTERIOR EXTERIOR �F1Yt� • • 1/4" MAX. SHIM • 3-TRACK FRAME JAMB WOOD INSTALLATION • • •11 MAX. SHIM MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 4-TRACK FRAME JAMB METAL INSTALLATION NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. *DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miam uct Control Fiwolar Arrad5r Perolator oar Rwelstonc 0,nnsr JR 0.. 10/10/14 o.. 1070 TECHNOL304R14 N. VENICE FL (901)480-1800 • • CERT. OFACJ?H. •ANCHOI;AQP QETAILS SMRIES 770AAJM. SGD - LM IMPACT SOD-M • • NTS 12 + 22 Pay No PGT0130 B LYN/N ;/ /% wOEPISF � *i Ho. 53705 6I 1Ib W A, LY k1 MILLE , P.E. P.E.x 58735 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1100 • • • 000 • • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE 21/16"" PER TABLE A, SHEET 1 CONCRETE PER TABLE A, SHEET 1 EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 1 Z 1/4" MAX. SHIM 2-TRACK FRAME HEAD' ;CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR 2-1/16" ` EDGE DISTANCE: SEE TABLE A, SHEET 1 J A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 nisi 2-TRACK FRAME SILL m, CONCRETE INSTALLATION - EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 2 1/16" CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 3-TRACK FRAME HEAD CONCRETE INSTALLATION 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 tiMt CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX ) EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR V 1 /4" MAX. SHIM -4 I�- CONCRETE PER TABLE EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /1 6" ` CONCRETE OR CMU PER TABLE A, SHEET 1 Ada 2-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 Ala 3-TRACK FRAME SILL Ec CONCRETE INSTALLATION CONCRETE PER TABLE A, SHEET 1 1/4" MAX_ SHIM CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EMBEDMENT: SEE TABLE A, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 EXTERIOR 1/4" MAX. SHIM 1-•-• • �rB EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" ` 1/4" MAX. SHIM NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. " DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4-TRACK FRAME HEAD CONCRETE INSTALLATION ,r. CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2-1/1B"' CONCRETE PER TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16' * 3-TRACK FRAME JAM. CONCRETE/CMU INSTALLATION 4-TRACK FRAME SILL CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 CONCRETE OR CMU E• :.: •• ••• • 1/4 ,MAX. SHIM 1--- •• • • • •• EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 0 XT • iERIOR Ani EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * CONCRETE OR CMU PER TABLE A, SHEET 1 4-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION DS Rend By w..,sr me. CtedsdBy Or,. JR 10/10/14 10701ECHNOLOGY O?R2 N. VENCa FL 342750 • (641)480.1600 • • CERT. OFAU1•S98 • • • •• •A Biwa.. NCHOA4G&DETAILS Rz • SE IEE 77U•AL2JM. SGD - LM IMPACT i. • 11 O..M` soano• • PGT0130 NiS 13 a 22 • BB CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 16-0629.06 Expiration Data 02/17/2020 By Miami-0 uct Control LYNI'. ,''� • rt N0. V.705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 4100 • • • 0410 • • INSTALLATION DETAILS WOOD FRAMING EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 PHOOK WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A,-1 SHEET 1 FRAME JAMB REQUIRED AT ALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE: SEE TABLE A SHEET 1 EXTERIOR 2.693" MIN. EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR I WOOD INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK CONCRETE OR CMU PER TABLE A, SHEET 1 EXTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN INTERIOR CONDITION P-HOOK MOUNTING CONCRETE OR ADAPTER SMS CMU PER TABLE ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET E DISTASTANCC E: SEE BLE A, SHEET 1 EXTERIOR 2.693" MIN. EDGE DISTANCE E P-HOOK FOR USE WITH BOX SILL RISERS PARTS #19, #21, #23 OR #25, METAL INSTALLATION (SEE TABLES 1A, 2A & 3A FOR WATER RATINGS) EXTERIOR MOUNT ONLY • • • •• • EMBEDMENT: SEE TABLE A, SHEET 1 2.693" MIN. EDGE DISTANCE EMBEDMENT: SEE TABLE A, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION (SEE TABLES IA, 2A & 3A FOR WATER RATINGS) EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) INTERIOR MOUNT SHOWN, MAY ALSO BE INSTALLED IN EXTERIOR CONDITION P-HOOK MOUNTING ADAPTER CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1-1/4" MIN. EDGE DISTANCE EXTERIOR 2.693" MIN. EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS • • • • • • ®c F•ARTS•#191 #21,•#23 OR #25, • • • :C011CdETE INLTALLATION • • • • • •(SBE TAKES 1 /{• 2A & 3A • • • •. •FpR WllTEjt RkVIGS) EXTERIOR MOUNT ONLY 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 ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 16.0629.06 Expiration Date 02/17/2020 By Mliamroduct Control Awed Des R•vtd8f W.. flavfabnc Os. ar 0.1s Worn Sy JR 1GHQ/14 MAMA, OA, 1'070 TECHNOLOGYIRI19 N. VENICE R. 342750 (841)480-1500 • • • CERT. OFAUT.. • •• •• • .ANCHOAAGE DETAILS •. • • • SE j !ES ;70:ALVM. SGD - LM IMPACT W. n. PGT0130 s.a.e. • EGO-7#0• • Tre 14 s 22 X. LV.NN�JILIER; P.E. P.E.N 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • - • • • • • • • • • • • 0••'• • • 0•• • • CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS'Aw' &'As', SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 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. SILL DETAIL'D', SHEET 18; 1 INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 PANEL CORNER DETAIL MAX. PANEL HEIGHT 410 X 1-1/2" PH SMS PANEL TYPE 'A' SEE NOTE 2 MAX. UNIT WIDTH MAX. DLO WIDTH PANEL TYPE OS' NOM. PANEL WIDTH TYP. PER TABLES 1-3 a X PANEL TYPE AS' /1 PANEL TYPE NOM. PANEL WIDTH TYP. PER TABLES 1-3 INTERIOR EXTERIOR CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGE SNEET11 90° MAX. UNIT MAX. HEIGHT INTERLOCK DETAIL DLO PER 'M', SHEET 19 HEIGHT TABLES 1-3 90° EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX SILICONE FRAME CORNER DETAIL Part# Description Material 124 Kommerling 4SG TPS Spacer System See this Sheet for Materials 125 Quanex Super Spacer nXTwith Hot Melt Butyl 126 Quanex Duraseal Spacer 127 Cardinal )4. Edge Spacer REFERENCE TEST REPORTS: FTL-0717, SILICONE STRUCTURAL BY OTHERS POLYISOBUTYLEN WITH DESICCANT #8X1" PH SMS 5/16- NOM BUTYL& DESICCANT FOAM EXT. CLASS EXT. GLASS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS KODISPACE 4SG TPS MAX. UNIT WIDTH EXTERIOR INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" HOT -MELT BUTYL 3/16" NOM. INT. GLASS SUPER SPACER®NXTT ALUMINUM REINFORCEMENT POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS •• •••' • •• • • • • • • • RR,�.,, INT. GLASS • •• • • �Y�� • • • • • • • • • • • • I DUR'ACEAlL® 9PACEFt ® XL EDGEThSPACER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL JR air 05D6201S a.Alcnr B ADDED SPACERS Raley ease Rawbs Aw es Ne.°eF JR ora- 10110/14 L'rayJly Dam 1070 TECHHOIAa1'%RII ! N. VEAMQE, FL 34277 • (N1}480-I900 • • CERT. OFAUMt 206 *ANCHORAGE DETAILS / EXAMPLE ELEVATION SERIES •/74Al.•UM. SGD - LM IMPACT • o.ry POT0130 SC11A• • 11. NITS 15 + 22 PRODUCT REVISED as complying with the Florida Building A-.Noo.16-0629.06 Expiration Date 02/17/2020 By Miam uct Control A. LYNN MILLER P.E. P.E.M 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 'M', SHEET 19 OPERABLE JAMB DETAIL 'G3', SHEET 18; j 5-1NSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 iFIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL 'A', SHEET HEADER DETAIL 'A', SHEET 18; LL INSTALLATION DETAILS 'Aw' &'AC', SHEET 18; INSTALLATION DETAILS'L7' & 18; INSTALLATION DETAILS DETAILS 'Gw' & 'Gc', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13SHEETS 12 & 13 SHEETS 12 & 3 MA H EN PE TAB I 1-: PANEL TYPE A' SEE NOTE 2, PANEL TYPE D, MAX DLO HEIGHT PANEL TYPE ,R, li 0 Ilk mawi�� PANEL TYPE L, NOM. PANEL WIDTHTYP. PER TABLES 1-3 aIC> X X SHEET 15 a X immillir MAX. UNIT WIDTH L SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 EXAMPLE: OXXX (2-TRACK) ASTRAGAL DETAILS'L1' & L2, SHEET 19� tl IT GHT R LES SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' & SHEETS 12 & 13 SILL DETA L'D', SHEET 18; INSTALLATION DETAILS 'Dw' & 'Dc', SHEETS 12 & 13 JAMB DETAIL'H2', SHEET 18; INSTALLATION DETAILS 'Hw' &'He, SHEETS 12 & 13 MAX. HEI PI TAE 1 u P-HOOK DETAIL 'J' &'K', SHEET 19; INSTALLATION DETAILS 'Jw', 'Jc', 'Kw' & 'Kc', SHEET 14 MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL '11', SHEET 18; INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS 'Iw' & 1 INTERLOCK DETAIL 'M', SHEET 19 'Ic', SHEETS 12 & 13-\ HEADER DETAIL 'B', SHEET 18; INSTALLATION DETAILS 'Bw' & 'Bc', SHEETS 12 & 13 IVI#A. UINI I rnU I [I -.A UNIT GHT ER ILES -3 • -6 m r. POCKET UNDER SEPARATE APPROVAL MAX. DLO HEIGHT PANEL TYPE / O PANEL TYPE L, / SEE NOTE 2, SHEET 15 X PANEL TYPE 'M' NOM. PANEL WIDTH TYP II PER TABLES 1-3 X .__ EXAMPLE: OXXXp (3-TRACK, RIGHT POCKET) •• • s JV� JAMB DETAIL 'IT, SHEET 18; INSTALLATION `DETAILS 'Iw' &'Ic', SHEETS 12 & 13 MAX. UNIT WIDTH 1 ,I • MA UN HPE TAB 1- PANEL TYPE mo-- O PANEL TYPE F NOM. PANL W DTHETYP. PER TABLES 1-3 a•• X PANEL TYPE M IISEE U.--NOTE 2, SHEET 15 4• P : MAX. DLO HEIGHT rile PANEL TYPE F —�I •X: •- - -- SILL DETAIL'E' SHEET 18;' • • - • • • i7i"-" j' "+r "f"�• INSTALLATION DETAILS 'Ew' & 'Ec', SHEETS 12 & 13 (4-TRACK, BY-PASS) IT GHT R LES SILL DETAIL 'F', SHEET 8; NSTALLATION DETAILS 'FW &'Fc', SHEETS 12 & 13 OR JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS /-'Gw' &'Gc', SHEETS 12 & 13 INTERIOR INTERLOCK DETAIL f 'M', SHEET 19 90° OUTSIDE CORNER DETAIL'NI', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EXTERIOR MAX. UNIT WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 HEADER DETAIL 'C', SHEET 18; INSTALLATION DETAILS 'Cw' & 'Cc', SHEETS 12 & 13 DOX tea: JR Ado.AY 10'1014 O.a 1070 TECNNOLOOYtbRIf • N. VE,110E, FL 342, : • • • �11)410,•70 •• , • . •_ •SF.RIE. •7 ALUM. SGD - LM IMPACT • CERT. OFAU•M•4.129s a Y • woo'.• NTS 16 + 22 PGT0130 sett.. EXAMPIDE EkEVATIONS rt. • . • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration oats02/17/2020 By Mlaml-ba act Conttol A LYNN MILLEI4, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • 4 • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE INTERLOCK OUT SINGLE INTERLOCK IN FIXED STILE LOCKSTILE W/ HANDLE ASTRAGAL BOX OUT ASTRAGAL BOX IN ASTRAGAL BOX OUT W/ HANDLE ASTRAGAL BOX IN WIHANDLE . INT CORNER 90 LOCKSTILE W/ HANDLE EXT CORNER 90 LOCKSTILE W/ HANDLE EXT CORNER 90 RECEIVER W/ HANDLE INT CORNER 90 RECEIVER W/ HANDLE #118 EXT CORNER 90 RECEIVER #118 EXT CORNER 136 RECEIVER W/HANDLE 1 #31 INT CORNER 135 RECEIVER W/ HANDLE #31 I ■ 1IP #120 #119 #61 #11B 1111"11 J61 j #61- #61 0, 461 f GLE INTEORULTOCK �- F PP K L T/R� TQ TC TA TV TW SINGLE INTERLOCK tea- IN B E P _:7'' A f / C leazour C rylixp IV SQ SC SA / SV SW STILE RR R v' S S FD FC FV FW LOCKSTILE .- WI HANDLE D M IeaKoul) 6 (BOYM �� ��� PANEL'S LEFT STILE TYPE ASTRAGAL f � LR PANEL NOTES: BOX OUT .. W/ HANDLE II 1 Doxauq 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL =� / / �1 SIZES & DESIGN PRESSURE. LEFT LI INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF BOX N W/ HANDLE PANEL �h FOR ANY CONFIGURATIONS PANEL ARE NOT REQUIREDTAVAILABLE. �IXTERIOR STILE AND ARE NOT AVAILABLE. ASTRAGAL T U STILE v sox our /� 3.90° ASTRAGALS TO USE HEAVY-DUTY STILES (#61), CORNER RECEIVER (#118) AND EITHER AsrRACAI BOX IN / / T r>�xal �Xwl PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. 4. 136° ASTRAGALS TO USE HEAVY-DUTY STILES �j INT CORNER 90 LOCKSTILE W/ HANDLE 20 R T (/� V I / (#61) AND CORNER ADDON (#31). 232" EXT CORNER SILL RISERS OPTIONS _Y37, 90 QT QS / �„ 232' I' EXTERIOR HANDLE/ W/ HANDLE #119 232' 1 EXTERIOR �2" EXT CORNER #8II1-` �l EXTERIOR (71 90 RECEIVER W/ HANDLE #11B ( _ T V / _ C v V / EXTERIOR I � a " a 2.65E 3.305' •062" T ' INT CORNER #61 1.S6T 90 RECEIVER W/ HANDLE ((((((#1,8 AT AS DF / 0B2 J. PRODUCT REVISED as complying with the Florida #ttB SILL RISER, FLAT' SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT Building Co�di EXT CORNER // CF iB, 20 OFLUSH, GLOW, 2-1/2" 22 24 O MEDIUM, 3-1 /4" HIGH, 4" 16-0629.06 W RECEIVER. #61 1-1/2" —.1 1+-- .750" _NOA-No. Expiration Date 02/17/2020 EXT CORNER 1Al ' 135 RECENER vT VS VF I 750' EXTERIOR B r .1�E W/ HANDLE Imo— .750' I EXTERIOR .OB2` Mlami-0a roduct Control INT CORNER #31 I EXTERIORS{ EXTERIOR a s a .062' 4.055" 135 RECEIVER yl•. W/HANDLE , \ W T WS WF I II .062" 2.555" j,.� 3.305" .062" tine J '....J SILL RISER, • • • • '0 ' •I Li FI •.--.—JI _� • • l-7� B IRISER, BOX SILL ER, BOX •.;;. .m5E; BOX'• s Or, 14aMEDIUM, 3-1/425 HIGH R4' ` NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 6g 16 - rt.,aer Oahe RM.= o..a... 10701ECNNOLOGYYRA4 ANEL ZYPE•S w N. VENICE. FL 34274 • • 4113' • • • : •.`; ' . = ,,,,Ily 181, Rrbskrac (941)4801800 • • • • • • SZEf7SA+KIM.SGD-LMIMPACT A. LYNN MILLER, P.E. Oa,.,af JR Oar: 10/10/14 a.'I dOr Oahe • CERT. OFAUe1 f • • • �• • • • SGO- , • Nig 17 d 22 PG`TOi30 B PF.#58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) #10 X 3/4' EMS, X 3 FULL LENGTH OF JAMB ,141111167 6" LONG MIDSPAN EXTERIOR IzEr 2-TRACK JAMB CLIP #105 W/ RETAINER #106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) i ® OF JAMBFULL LENGTH 2-TRACK JAMB _ CLIP #80 OR #105 6" LONG �_�-= (SHOWN WITH W/ RETAINER #123 MIDSPAN4 FIXED PANEL TO THE EXTERIOR) SR,EXTERIOR EXTERIOR a SHOWN WITH OPT. SCREEN TRACK 2-TRACK W/SCREEN FRAME HEAD 2-TRACK W/SCREEN FRAME SILL ' ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 13, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE, 0,EXTERIOR s.DEXTEROR 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 75 &K1oii1 2-TRACK JAMB W/ SCREEN 3-?RACK • • FRAAil SILL• •• ••• rat EXTER •• • LOCK PART 75 & 107-11 0 0- FULL PANEL JAMB LENGTH © SEE DETAIL G1 � FOR FIXED EL CLIP , PAN SEE DETAIL G2 FOR FIXED PANEL CLIP qlOr .1D 0,EXTERIOR EXTERIOR 3-TRACK JAMB (SHOWN wITH OPERABLE PANEL) rat v • EXTERIOR 3-TRACK JAMB 4-TRACK JAMB (SHOWN WITH 11 (SHOWN WITH FIXED PANEL TO FIXED PANEL TO THE EXTERIOR) THE INTERIOR) CD OR P`a • • •• 4-TRACK FRAME HEAD MAX. UNIT HEIGHT PER TABLES 1-3 IEF LOCK PART 75 8 107-11 0.EXTERIOR 4-TRACK JAMB (SHOWN WITH OPERABLE PANEL) Br Dew Rreetsbrer fleed Read fly: JR a1r 10/10/14 1070 TEt3INOrrRIVE N. 1 EN FL 5 (911}- 0-1600 • CF AUm ,29295 • {RTtICtIL SECTION DETAILS SPRIJS`✓70 ALUM. SGD - LM IMPACT ♦BWsdwpu• • • • %G677S NTS 18 + 22 PGT0130 B PRODUCT REVISED as complying with the Florida Building Cod• NOA-No. 16-0629.06 Expiration Date 02/17/2020 Miami-DDa *d' rodu rol A. LYNN MILLER. P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 080 • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) R, EXTERIOR P-HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) EXTERIOR 0 STANDARD ASTRAGAL #67 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) CIOF INTERIOR 135° EXTERIOR EXTERIOR P-HOOK FOR BOX SILLS EXT. MOUNT ONLY LOCK PART 758 107-11 HEAVY-DUTY ASTRAGAL #68 WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN ) EX] ERICR 135° OUTSIDE CORNER 2-TRACK SHOWN 113 INTERIOR 90° V EXTERIOR E 90° OUTSIDE CORNER 111471/ 2-TRACK SHOWN INTERIOR EXTERIOR •• ••• • • • • • •• • e:ki.135° �JSI=lE �OFfiNEC. • • 0 2•TRACK6HOWN • • • • • • • • • • •• ••• •• • • • •• INTERIOR 90° EXTERIOR LOCK PART 75 & 107-11 ,® 90° INSIDE CORNER 2-TRACK SHOWN INTERIOR 103 INTERIOR ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #80 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1.3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. a.. liarlsbner arhaer. Read By Der: f %Wave anion� JR 10/10/14 Cloclood5y FL µ Fl 5 (811}4&04800 • • adr1!C!AUTHS2929e HgIVOrITAL SECTION DETAILS, CORNERS StRIS.•✓70ALUM. SGD - LM IMPACT I*.__aa • • ••sG0771, NTS s.� 19 a 22 PGT0130 PRODUCT REVISED as complying with the Florida Bonding Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Mlam rodect Control A. LYNN MILLER, P.E. P.E.0 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item PG • PGT# Description 1 17306 617306 2-TRACK HEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 3 17309 617309 3-TRACK HEAD 4 17312 617312 4-TRACK HEAD 5 1/314 617314 FRAME SCREW COVER 6 11317 617317 FRAME HEAD/JAMB ADD -ON 7 17304 617304 2-TRACK SLL 8 17301 817301 2-TRACK SLL WITH SCREEN RAIL 9 17307 617307 3-TRACK SLL 10 17310 617310 4-TRACK SLL 11 17313 617313 FRAME SLL TRACK INSERT 12 17315 617315 FRAME SLL SCREEN ADD -ON (SEE NOTE 3) 13 17316 817316 FRAME SLL SCREEN END ADD -ON (SEE NOTE 3) 14 17305 617305 2-1RAC1JAMS 15 17302 617302 2-TRACK JAMB WITH SCREEN RAL 18 17308 817308 3-TRACK JAMB 17 17311 617311 4-1RACK JAMB 18 17322 617322 SLL RISER -FLAT, FLUSH, 1-1/2" 19 17319 617319 SLL RISER -80)( FLUSH, 1-1/2" 20 17321 617321 SLL RISER - FLAT, LOW, 2-112" 21 17318 817318 SLL RISER - BOX LOW, 2-1/2" 22 17355 617355 SLL RISER - FLAT, MEDUM, 3-1/4' 23 17354 617354 SLL RISER - BOX MEDUM, 3-1/4" 24 17323 617323 SLL RISER - FLAT, HIGH, 4" 25 17320 617320 SLL RISER -BOX H1GH, 4" 28 17333 617333 POCKET P-HOOK 27 7070 87070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 POCKET PHOOK MOUNT 29 17335 617335 P-ROOK COVER 30 17348 617348 POCKETP-HOOK FOR BOX FUSER 31 17378 617378 135 CORNER 32 17376 617376 135 FIXED MOUNT ITEMS 40-53 ARE SCREEN PARTS- 40 4319 812258 SCREEN SIDE RAL- LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 48 4318 812257 SCREEN 8OTTOM RAL 47 888 ISRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST, STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 O)0) SCREEN ASTRAGAL ADAPTER 51 1692 81692 SCREEN SPLINE - .165' 52 1694 81694 SCREEN SPLINE - 150' 53 61816C20 SCREEN CLOTH 54 1725 1/2" X4" X 1/18" SET. BLOCK, NEOPRENE 85 +/-5 556 172 1" X4' X 1/16- SET. BLOCK, NEOPRENE 85 */-5 Item PGT POT# Description 80 17325 617325 PANEL STLE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN (84SOE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRP PAD . 85 17328 617328 INTERLOCK SCREW COVER 67 17329 817329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 89 17324 617324 TOP & BOTTOM RAL 70 17350 417350 WEATHERSTRP EXTENSOR ONJECTION MOLDED) 71 1695 71695 1-1/2" X 1" X3/4' HGN FN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 . SLICONE DOW-899, DO W-935 OR GE-7700 75 8185 78185X GEMNI MORTICE 3-PLY DUAL LOCK W/LONG TRJM PLATE 76 71032X1FPFX 771032 X 1" FL. SS SCREW W/ TYPE "F' TIP 77 7103239 10-32 STEEL ZINC U-NUT 79 17357 617357 1" G BEAD 80 17359 817359 7/16" BEAD / FOLD PANEL CLP 81 17360 617360 9/18"BEAD 82 1224 61P247K VNYL BULB WEATHERSTRP 83 81745 1745 LOWE NC, Y2" X 1116" SGL SLOE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8188 78188X 1' KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 817344 RED PANEL CUP - 6" LONG 106 17352 617352 FDED PANEL RETAINER - 9l16" 107 1739 71739 HANDLE KR- NTEROR RASED WITH THUMB TURN 108 1740 71740 HANDLE KIT -RASED EXTERIOR HANDLE 109 1731 781625N HANDLE KIT- RECESSED NTEROR WITH THUMB TURN 110 1732 76178 HANDLE KIT - RECESSED EXIEROR PULL 111 710X34PPSDAX #10 X3/4" PH. PN. TEK- S.S. 112 1235 67518 WSTP, .270 X.170 - FN SEAL 113 1712 64066 18r X.230" FNSEAL 114 710X115PPX #1O X 1-1/2" 115 710)PPT *10 X 1" 118 720XIX 414-20 X 1" S.S. 117 720X112X 414-20 X 1-1/2" S.S. 118 17336 617336 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTS DE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FOEO PANEL RETAINER, 7/8' •• • • • • • • • • •• • • •• • • • • • •• • • • •• • • • •• NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 78, 84-99, 121 8 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @ 24' MAX. O.C. 0s Oar AnYkrog a.s Lana4r JR 1CYIO/14 beer (941•). O-1500 •• • • • atilt&AUT#1w8 • • • • • PARTS LIST $ Rr4770 ALUM. SGD - LM IMPACT • • *co-7-M NTS Ave 20 - 22 a�.ro PGT0130 Rate B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0628.08 Expiration Date 02/17/2020 By ol Miami- roduct Control A LYNN MILLER P.E P E # 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 5.069" 0.081" - , 2-TRACK HEAD (6063-T6 AL) 6.198" 1.211" 1 0 081" - J ®2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 7.105" 1.211" 6-3 0.081" - -lftr 3-TRACK HEAD (6063-T6 AL) 9.142" 1.211" 8.562" - 0.080" 4-TRACK SILL (6063-76 AL) 6.526" - 0.080" 1.505" l 03-TRACK SILL (6063-T6 AL) 0.081" - 4-TRACKHEADHEAD (6063-T6 AL) FRAME HEAD/JAMB SCREEN 6 ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. �7T Ct� FRAME SILL SCREEN • 12 ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. 0.C. 1.211" 6.221" 0.080° 1.505" (e%AJ 0 2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) 02-TRACK SILL (6063-T6 AL) 0.060" 0.780" I 1 1.990" ��gM4ESILI.SCREEN • • •• • ENMD61-061 (16) 3-TRACK JAMB (6063-T6 AL - -j 1.36" 0.081" 6.198" 1.36" c1 0.081" 9 2-TRACK JAMB - (6063-T6 AL) 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) -y 1.872" r_i 0.062" 1.019" E ®SCRESTILE (606346 AL) 5.069" - 1.36" 0.081" • • (6069-T6 MO* •• • • • • ••• •REQUIRESIMMI. #10 SMS • • • • eiIt,16" MISONIti' • • ANCHORS @ 24" MAX O.C. • • •• 9 --{ 1.36" 0.081" 9.141" - z1� 17 4-TRACK JAMB (6063-76 AL) � � 1.045" 1.993" 0.062" t ®SCREEN TOP RAIL (6063-T6 AL) - ►1. r•- 0.875" 1.993" 1 ���RlRlffl ®SCREEN BOTTOM RAIL (6063-76 AL) 0.062" RiMaranw lined Is wm Fireless Rawl es ar Reseic m.R,er 0r. Owwer we JR 10/10/14 1070 TEA'NOLbIYibRIVE N. mixt,, FL 3QT5 • • (941)-400-1800 • • • •• CLO W.AUTHI 29296 1U4- Osmatdols ElITRI/SIONS ERIr'S 770ALUM. SGD - LM IMPACT aT.we°r1• • 4"+.: Mort a.we W. • • 4111GO-7 ' NTS 21 22 PGT0130 B PRODUCT REVISED as complying with the Florida Building Cods NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miam a e duct Control A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • ••• • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 0.718" 7 .016" 0.062" 0.264" ©FRAME SCREW COVER (6063-T6 AL) 2.30" 0.830" 1.974" 2.44" 0 135° CORNER (6063-T6 AL) 0.125- 0 STANDARD ASTRAGAL (6063-T6 AL) 0.574" SILL LTRACK (6063-T6 AL) 1.003" .080" 0.757" f 0.080" 0.050" FIXED PANEL CLIP } 0.709" (6083-T8 AL) Ij .550" --- - ^+ 0.863 1.488" 1.870" 135 FIXED MOUNT (6063-T6 AL) 0.709" 0.080' -0-1 FIXED PANEL RETAINER, 9/16" (6063-T6 AL) FIXED PANEL RETAINER, 7/8" (6063-T6 AL) 3.802" 0.075" P-HOOK (6063-T6 AL) 0.281" HEAVY DUTY ASTRAGAL (6063-T6 AL) 2.893 1.03" 2.826" 2.304" 0.062' 0.796" 0.752" 7T�,LLc-�l--r 0.233" J u•062" P-HOOK 28 MOUNTING P-HOOK SCREW ADAPTOR 29 COVER (6063-T6 AL) (6063-T6 AL) 0 STANDARD STILE (6063-T6 AL) 1.498" 0.080" 90° CORNER RECEIVER (6063-T6 AL) 4" 0.133" 1-1 Fes- 3.125" st HEAVY DUTY STILE (6063-T6 AL) 1.304' 3.25"-+I TOP/BOTTOM RAIL (6063-T6 AL) 4" 1.600 289 1.163" 0.080" 3.802" J� 0.885" Cr' 0 P-HOOK FOR BOX RISER (6063-T6 AL) 2 INTERLOCK 6ADAPTER (6063-T6 AL) 1.050" -1 1.050" r._ 1.050" .611" .485" .045" .045" .-- I..04 {--- 79 BEAD I(LG.) G OB7/EAD, FIXEDG 81 BEAD GLAZING (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) . 5.621" ••-••• • • • • • •• 90" OITsRgp:p0 NEI4-ri AGEL • (6086•T6 AL) • • • • • • • • • • OOOOO • •• ••• •• • • • •• 1.498" 5.621" 411) 4" 90° INSIDE CORNER ASTRAGAL (6063-T6 AL) } 0.062" 65 INTERLOCK SCREW COVER (6063-T6 AL) PRODUCT REVISED ea complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami -Oa roduet Cont/ol Revd By Romday dam By JR 10110/14 ear N.1070 .0 rEdf}! t't2RNE (941}'VO-leoo • • • •• cER;IOFAuTl *ez9296 emcee E.»TRIlS!ONS nke ••6nr7• $ERItS•j70 ALUM. SGD - LM IMPACT PGT0130 NTS 22 a 22 B A. LYNN MILLER P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • M IAM 1•DADE COUNTY M1A811-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcet, Room 208 BOARD AND CODE ADSIINISTRATION DIVISION T (786) 315-2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www,mlamldade.eov/ec000mv SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 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 RER - 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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includisg the High Velocity Hurricane Zone. 4DESCRIP.TION SEiis!'300 StormSafe"—Aluminum Flzed.Windoiv_I M.L7 APPROVAL DOCUMENT: Drawing No. W07-49, titled "S-300 StonnSafe Alum. Fixed Wdw. (L.M.1.)", sheets I through 7 of 7, dated 05/18/07, with revision F dated 1 1/20/14, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT-Ri1TING7ar ch: Snia11 Missile Impacf R222istant71 LABELING: Each unit shall bear a permanent label with the manufacturers narne or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", 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 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 sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user, by the manufact ugr•dt it, • •• •• t— • distributors and shall be available for inspection at the job site at the request of the Building Of£cial.• • (re • • • • This NOA revises NOA# 12-0221.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as • • • well as approval document mentioned above. • • • • • • • • • • • • The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE CO APPROVED • • •• NOA No. IT 4•12)i ls • 000 • • EspirationDate:.August !9,2097 • • • • • • LA_.pproval Date:.Marrju36, •20:5 •• • • • • • • Pagel, • • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-49, titled "S-300 StormSafe Alum Fixed Wdw. (L.M.L)", sheets 1 through 7 of 7, dated 05/18/07, with revision F dated 11/20/14, prepared by Al-Far000 Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-SIW-14-017A, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, Y.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11)and ANSI Z97.1 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-S1W-14-017B, dated 09/26/14, signed and sealed by Yamil Gerardo Kuri, P.E. 3. 'fest 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 along with marked -up drawings and installation diagratn of a series 300 aluminum fixed window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0525.01-10, dated 06/09/10, and addendum letter dated 06/09/10, all signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0715.03) 4. 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 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4110, dated 01/15/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submittedunder NOA No. 07-0604.05) ••• ••• • • • • • •• • • OOOOO • • • • • •• • • • • ••• • • • • • • • • • • ••• •• • • • • •• E - I v• r (i Product Control Z?x iner NOA No. I4tl2PtaP • • • • • • Expiration Date: August:9, 247 • • • • Approval Date: Mare 26, 20,5 • • • • • • • • • • • • • • • • • • ••• • • • ••• • Manuel Percr,P.E. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4111, dated 01/25/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 6. 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4112, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 7. 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 a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4113, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) S. 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 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4114, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under NOA No. 07-0604.05) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along witk marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by I-Iurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Dreg- • • • • • • • • • • Seda, P.E. • • • (Submitted under NOA No. 07-0604.04 • • • • • E-2 �t'Cul4 Manuel Product ControloEx i• • NOA No. 1 I-121 1 • • • Expiration Date: Augysi 29, •4117 • • Approval Date: March 26, 2005 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" Edition (2014), dated 11/18/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas 8 Interiayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t" Edition (2014), and of no financial interest, dated November 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4110, IIETI-07-4111, HETI-07-4112, HETI-07-4113, HETI-07-4114 and, HETI-07-4115 issued by Hurricane Engineering Testing Laboratory, Inc., dated 01/15/25 and 04/09/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-0604.05) 3. Proposal approved by the Product Control Section, dated 09/19/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section.. G. OTHERS 1. Notice of Acceptance No. 12-0221.08, issued to SIW Impact Windows, LLC for their Series "300 StormSafe" Aluminum Fixed Window — L.M.L, approved on 04/26/12 and expiring on 08/29/17. E-3 •• ••• • • • • • • • • • • • • • • •• • • • • • • • , Mar-it'da P.E. J Product Control s , insr • •.. • • NOA No. -1 13.01 • • • • • • Expiration Date: Aunt 29, 2017 • • • • • • Approval Date: t1lafch 26, 1115 • � � • • • • • • � ••• • • • ••• • •.. • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • WINDOW WIDTH 0 WINDOW WIDTH WINDOW WIDTH 0 b WINDOW WIDTH 1 WINDOW WIDTH FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 6" MAX. ANCHOR SPACING AT CURVED FRAMES 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED DY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 4. THIS PRODUCT fikS EEIZ bf�IGIIDIND TtUED:TO i014reY•WITH THE REQUIREMENTS C� THE FLORR�A EIS IN CO E pct.01% HIGH VELOCITY HURRICANE ZONESQ1VHZ).. • • • • • • • • • • WOOD BUCKS EP Y lCTURE ST.Elg ci D eRO�ERL1•f ire TRANSFER ORDSUSEi g ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR POAUNG•CONDITIONA N07/ SHOWN IN THESE DETAILS ARE NOT PART OF TIPS APPROVAL. • • • • • • A LOAD DURATION INCPEASE•IS USED) IN•DESIGN QF AM010/4 IN:O WOOD ONLY. ALL SHIMS 2•fiE HIG$ IMPACT, Q ? McTly" AND :VPIF C1 .f'ASSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 12" MAX. HEAD/SILL i 1-TYPICAL ELEVATION 7 HEAD/SILL CORNERS WINDOWS WITH GLASS TYPE .C1' COMPLY WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAO RU.1 D CML F CPE AN. /559238 2014 PRODUCT REVISED as complying with the Florida Building Code Acceptance No /4 ct�ny,,01 Bx cIiiou Dnto1 �'" Sr%CJ� BY_1, A4ianu o Product ConGob-, COMP-ANL\W07- 00 STORMSAFE ALUM FIXED WO t. 6 N . bs 88 0 UPOATEO TO 2010 90 P 9 8 2 - 4 L✓ droving no. W07-49 (heet 1 of 7 ) 0-0-41 • • • • vT. • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• • • 1/8" ANN. GLASS 3/16" ANN. CLASS .090" Intertoyer —Soflex Clear Md Color Glass By 'Eastman Chemical Co.' .090" Interloyer Sollex Clear Md Color Gloss 8y 'Eastman Chemical Co.' 1/8" ANN. GLASS 3/16" ANN. GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'A' 23/84" OVERALL 3/16" H.S. GLASS SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS- TYPE -'B' GLASS- -3/16" H.S. GLASS .090" Interloyer Soflex Clear Md Color Gloss .090" Interloyer By 'Eastman Chemical Co.' -DuPont SentryGlos — OR By 'E.I. DuPont De Nemours & Co., Inc: .090" Interloyer DuPont Butacite PVB By 'E.1. DuPont De Nemours & Co., Inc.' 3/16" H.S. CLASS SIUCONE DOW CORNING 995 AT 1/4 POINTS ON LITES VAOER THAN 36" GLASS TYPE 'C' 7/18" OVERALL z 3/16" H.S. GLASS GLASS TYPE 'CI' 7/to" OVERALL SILICONE DOW CORNING 995 AT 1/4 POINTS ON LITES WIOER THAN 36" • • 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" H.S. GLASS .090" Interloyer DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' 1/8" H.S. GLASS o: GLASS TYPE 'D' 11/18" OVERALL •• ••• • • • • • •• •• • • • • • •• ••• •• • • • •• FOR LOADS LESS THAN OR EQUAL TO 70 PSF MIN. GLASS BITE CAN BE 5/8". GLASS TYPES A, 8 & D. • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE DOW CORNING 995 AT 1/4 POINTS ALL SIZES Env: JAVAD AHMAO CML FLA PE / J0592 CAN. 3538 PRODUCT REVISED as complying with tho Florida Building Code /(j /%� •�/ Acceptance No 0xpirolion Deta ,a017 By- Mi ti adeProductConlrol- 0 c5 nN 31 J 0 o � G fD JD Z En 32LL N u. K = m m UZU v n o Qd0. N p-to•Q,,f, —NLJ J 1nCD� P 0 8 r— edrawing no. W07-49 sheet 2 of 7 L [fti4-U 101 DESIGN LOAD CAPACITY - PSI' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE + 'B' GLASS TYPE 'C' GLASS TYPE 'C ' GLASS TYPE 'D' C AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX (305) 2626973 COMP-ANL\WO 3 r WIDTH LENGTH, EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EX1.(+) INT.(-) EXT.(+) INT.(-) 28-1/2' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80.0 S2^ 60.0 EMU= 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37" 60.0 ''®"®' 90.0 130.0 60.0 60.0 60.0 60.0 _1 1401E; WIDTH AND LENGTH DIMENSIONS. CAN BE VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 26- MaTIMEMIETh 70.0 90.0 130.0 60.0 60.0 60.0 60.0 ....,42" 48' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 53-1/8' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 26-1/2" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32• ''®' 60.0 70.0 70.0 90.0 EMU. 60.0 60.0 60.0 37" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' 38-3/e' 57.9 57.9 70.0 70.0 90.0 130.0 80.0 60.0 60.0 60.0 48" 57.9 57.9 70.0 '®' 90.0 130.0 60.0 60.0 60.0 60.0 53-1/8" 57.9 57.9 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 26-1/2" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32• 60.0 60.0 '®"®' 130.0 60.0 60.0 80.0 60.0 37" 60.0 60.0 70.0 '®' "®' 130.0 60.0 ._. 60.0 60.0 60.0 1( S-300 STORMSAFE ALUM FIXED WDW. (L.M.I.) SIW IMPACT WINDOWS, LLC. 1 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL 33445 TEL (561) 274-9392 FAX. (561) 274-9262 )L 42' 50-5/8'_ 52.9 52.9 70.0 MINE= 130.0 60.0 60.0 60.0 60.0 48" _ - a '®' '®' ''®' 130.0 60.0 60.0 60.0 60.0 53-1/8" - - 70.0 70.0 90.0 130.0 60.0 60.0 59.4 59.4 26-1/2" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 ''®"'®' 60.0 37" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42" 63" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 48" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 53-I/8" - - - - 90.0 130.0 60.0 60.0 - - 26-1/2" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32" - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37' 70.0 90.0 IM_�_� 60.0 60.0 42" 74-1/4' _70.0 70.0 70.0 60.0 48" '®'®' 60.0 53-1/8" - 90.0 130.0 60.0 60.0 - - 26-1/2' 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32• 70,0 '®' ' '®' 130.0 60.0 60.0 60.0 60.0 37' I 70.0 '®' "®' 130.0 60.0 60.0 60.0 60.0 ' 5 0 a. g - w '. 3 g 1'd II o II R o a 9 ' 8 8 1 3 ol u 42• 78' -IIIMEITEIEGICI 60.0 60.0 . 48" aaa "®' ®"' 60.0 60.0 - - 53-I/8" - - - 90.0 130.0 60.0 60.0 - - 26-1/2' 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 32" - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 37' a� '®' "®' 130.0 60.0 60.0 60.0 60.0 42"Mil.MIIME 84" 90.0 130.0 60.0'®' S = 46" MIME 90.0 130.0 60.0 60.0 - 53-1/8" - - - 90.0 1294 60.0 60.0 - ,.' 0 26-1/2" - - 70.0 90.0 130.0 60.0 60.0 60.0 32- e 70.0 90.p �� 60.0 •• ••• • • • • • •• • v� Hvoohh Y c 37- - 90.0 �� 60.0 42" 96" - a 90.0 12&6 ''®' 60.0 a • • • NOTE: o 0 u o w LL 48" - - 90.0 119.5 60.0 60.0 - • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS). m a 53-1/8" - - 90.0 111.8 60.0 60.0 - 26-1/2• - - 90.0 130.0 60.0 80.0 - 32" a as 130.0 60.0 60.0 - � • • • • • En JAVAD AHn.LAD yr. CML FLA PE / 70592 C.A.N. 353$ PRODl1CT REVISED us complying with the PRIMAlda Building Code Building cNo RA r in R.„n,rr 11 L" S 3 3 .k 37' 108" 0000 '®' 1J0.0 60.0 60.0 - - - - 90.0 122.5 60.0 60.0 26-1/2' - - - 90.0 130.0 60.0 60.0 • •• • •• • • • •• •• • •• I-k iralon a4r.l7 9 "v20' E o 32' aL 90.0 • •• • •• •• • • • •• VW26" DY _ Miami adc Product Control.26-1/2' dra - 90.0 - 90.0 - 90.0 - - 90.0 130.0 60.0 60.0 - sheet 3 of 7 37• - - - - 90.0 130.0 60.0 60.0 - - • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • • • • •• •• • • • r < DESIGN LOAD CAPACITY - PSI DESIGN LOAD CAPACITY - PSF L WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'CI' CLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' GLASS TYPE 'CI' GLASS TYPE 0' ^{ AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 26448240 FAX. (305) 2626979 3 • ZZ 1 a WIDTH LENGTH EXT.(1-) INT.(--) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 810TH LENGTH E)CL(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 30' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 30" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 3 36' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 36' - - - - 90.0 130.0 60.0 60.0 - - 42" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42" - - - - 90.0 128.6 60.0 60.0 - - 48' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 80.0 48" - - - - 90.0 119.5 60.0 60.0 - '- W 54" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54' 96" - - - - 70.0 70.0 - - S6" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60" - - - - 70.0 70.0 _ _ 60' 66" - - - - 70.0 70.0 60.0 60.0 60.0 60.0 66' - - - - 70.0 70.0 - - - - 72" - - - - 70.0 70.0 60.0 60.0 60.0 60.0 72" - - - - 70.0 70.0 - - __. 78" - - - - 70.0 70.0 60.0 60.0 60.0 60.0 76" - - - - 69.6 69.6 - - - - 84" - - - - 70.0 70.0 60.0 60.0 60.0 60.0 24' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 88" - - - - 70.0 70.0 60.0 60.0 - - 30' - - - - 90.0 130.0 60.0 60.0 - - 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 36" - - - - 90.0 130.0 60.0 60.0 - - 30" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' - - - - 90.0 122.5 60.0 60.0 - - 36" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 48" 108" - - - - 70.0 70.0 - - - - 42" 52.9 52.9 70.0 70.0 20.0 130.0 60.0 60.0 60.0 60.0 54" - - - - 70.0 70.0 - - - - - S-300 STORMSAFE ALUM FIXED WDW. (LM.I.) ) 111 SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 II II DELRAY BEACH. FL. 33445 J TEL. (561) 274-9392 FM. (561) 274-9262 II 45" 46.3 46.3 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60" - - - - 70.0 70.0 - - - - 54" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 66' - - - - 70.0 70.0 - - - _ 60" 48" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 72' - - - - 69.8 69.8 NOTE: BE 66" - - - - 70.0 70.0 60.0 60.0 - - 24" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 WIDTH AND LENGTH DIMENSIONS CAN ORIENTED VERTICALLY OR HORIZONTALLY 77" - - - - 70.0 70.0 60.0 60.0 - - 30' - - - - 90.0 130.0 60.0 60.0 - - AS SHOWN ABOVE. 78• - - 70.0 70.0 60.0 60.0 - - 36" - - - - 90.0 130.0 60.0 60.0 - - 84" _ _ - - - 70.0 70.0 60.0 60.0 - - 42' - - - - 90.0 112.4 60.0 60.0 - - 88' - - - - 70.0 70.0 60.0 60.0 - - 48" 120' - - - - 70.0 70.0 - - .__.- 24' 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54" - _ - - 70.0 70.0 - - - - 30" _60.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 60' - - - - 70.0 70.0 - - - - 36" 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 24' - - - 90.0 130.0 60.0 60.0 60.0 60.0 42• - - 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 30' - - - - 90.0 130.0 60.0 60.0 - - 48' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 36- - - - - 90.0 130.0 60.0 60.0 -- - 54' - - - - 88.5 127.9 59.0 59.0 - - 42" 126" - - - - 70.0 70.0 - - - - 60' 60' 79.7 115.1 53.1 53.1 - - 48' - - - - 70.0 70.0 - - - - 66" - - - - 70.0 70.0 53.1 53.1 - - 54' - - - - 70.0 70.0 - - - - 72" - - - - 70.0 70.0 53.1 53.1 - - 60" - - - - 70.0 70.0 - - - - 78' - - - - 70.0 70.0 53.1 53.1 - - 24" - - - - 70.0 70.0 60.0 60.0 - - description ) CHRRU REV. REV. PER BCCO CCMMINIS NO CHANCE THIS SHEET GENERAL REVISION 84' - - - - 70.0 70.0 53.1 53.1 - - 30' - - - - 70.0 70.0 60.0 60.0 - - 88' - - - - 70.0 70.0 - - - - 36' - - - - 70.0 70.0 60.0 60.0 - - 24- 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42- 132' - - - - 70.0 70.0 - - - - 30' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 48" - - - - 70.0 70.0 - - - - 36' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 54' - - - - 70.0 70.0 - - - - 42" - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 24' - - - - 70.0 70.0 60.0 60.0 - - 48' - - - - 90.0 130.0 60.0 60.0 - - 30' - - - - 70.0 70.0 60.0 60.0 - - 54' - - - - 88.5 127.9 59.0 59.0 - - 36' - - - - 70.0 70.0 60.0 60.0 - - PRODUCT REVISED 80' 72"- - - - 79.7 115.1 53.1 53.1 - - 42" 138• - - - - 70.0 70.0as - - complying with the Plorj� .. 66 _ - - - 70.0 70.0 48.3 48.3 - - 48' - - - - 70.0 70.0Building - - - - Code A9 Acceptance 1Wi I �",,, OM _ " NI' 72' 72' - - - - 70.0 70.0 - - - - 54' - - - - 70.0 70.0 - - - - No A!�1. Expiration Date 7(,Q 'l 78" - - - - 70.0 70.0 - - - - 24' - - - - 70.0 70.0 60.0 60.0 - - 84" - - - - 70.0 70.0 - - - - 30 •• •w= • : • .• ♦ • • : • 1 Sao 70.0 60.0 60.0 - - II MinmiA)ndc - - - - 70.0 70.0 - - - - 36" • • • • • 1 • 1 • 1 70.0 70.0 - - - - Product Con e��©�. 24' 60.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 42' 44' j • ! 1 • / ! 1 • • •l0.0 70.0 - - - - - ,--.� o o 21 r 4 F o,� •• a �^ 't '� 30' - - 70.0 70.0 90.0 130.0 60.0 60.0 60.0 60.0 48' • •• -•- 1•• y---r-r•--y- •• •- • • • • •J0.0 70.0 - - - - 70.0 9 90.0 130.0 60.0 60.0 - - 24' - - - - 70.0 70.0 60.0 60.0 - - Engr: JAVAD AMMOq CML 48' - - - - 90.0 130.0 60.0 60.0 - - 30' - - - - 70.0 70.0 60.0 60.0 - - FLA. PE # 70592 54' - - - -- 88.5 127.9 59.0 59.0 - 36' • • 1• 1 - • - 1 • • - 1 70.0S 70.0CA.N. - - - - 3536• 60' 84' - - - - 79.7 115.1 53.1 53.1 - - 42" • _ • • - 1 70 1 70.0 - - - 66' - - - - 70.0 70.0 - - - - 48" • • • • • • • • • • • - •- • - • 76•0 • 70.0 - - - - drawing no. _ W07-49 72' - - - - 70.0 70.0 - - - - • • • ••• ••• 78- - - - - 69.6 69.6 - - - - ••• • NOTE ••• 014 84' - - - - 64.6 64.6 - - - - GLASS CAPACITIES ON THIS SHEET ARE sheet 4 of 7 88- - - - - 64.6 64.6 - - - - BASED ON ASTM E1300-09 (3 SEC. GUSTS). • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1BY W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING A EXTERIOR =1 a n 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING N TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE I MAW—DADE COUNTY APPROVED 1 MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • • • • • • • • • • • n •• 1 • • • • • • • in •• • pU t • • •-1 • 1BY Y1000 BUCK •, •• • • • •• :• • •• •• • • •,• • • • • v•,,, • • • • • SE€I [ILEV' C"=Rs • • • •• • • FO4 SPACINE • • • • 1 Jj TYPICAL ANCHORS SEE ELEV. FORSPACING 6 WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. j TYPICAL ANCHORS: SEE ELEV' FOR SPACING 174.7 DIA' ULTRACON" BY. ELCO (Fu=177 KSI, Fy=155 KSI) INTO 2BY W000 BUCKS OR -WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. Engr: JAVAD AHMAD PRODUCT REVISED -..CML as cOmplyin9wilh lha Florida_ EU, PE / 70592 -13uldiog Coda CAN. 3538 Acccplanco No 4- /2/2. 0/ FirDiralion Dow /T By Miami ado Product Co 01 2 0 00 G • O 8 a8 b 2 0� 0- 00 OI 8 8 NO CHANGE THIS SHEET 8 6 y drawing no. W07-49 sheet 5 of 7 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • MIAMI-DARE COUNTY APPR,0 CLIPPED MULLION SEE SEPARATE NOA 1r- I TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM METAL Y STRUCTURE mt 1/4' 1MX. SHIMS • TYPICAL ANCHORS SEE ELEV. FOR SPACING • 0 EXTERIOR D.L OPC. WINDOW WIDTH v �1BY • • • • • •' » KS DOD BUCKS • • • }r . a • • •• •• • • •'••' .. �• • • •• • ••• •. '. •'.•: ••• • • • `•_ a '•• • • • •• ••• •• • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM MAX. $Y W000 R WOOD STRUCTUR Engr. JAVAD AHMAD PRODUCT REVISED CML as complying wan We Florida FIA PE / 70592 Building Code C.A.N. 3538 O i • • • • • • • • • • Acceptance No • •• •• •• •• •• •• •• — P.opimtion Dale $ �0l7 • • • •• • • • • • • • • • • • • • • By • • • • • • • • • • i 14 Mi•n1ade Product Control ••• • • • ••• • I r 1 L' 0) a N. o_ U ALUM FIXED WDW. (L.M.I.) s cc 8 uTi 0 n .Pi 0 rc 0 O a 0 drawing no. W07-49 (sheet 6 of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • .28 4 L .184 -1 7A GLAZING BEADS (5/16" GLASS) 01 FRAME .687 O FRAME COVER (OPTIONAL) 1.7 1.177 B12 050 1.1177 O GLAZING BEADS (7/16" GLASS) 623 .045 1.844 r .812.Bt�7 1.177 ITEM PART / QUANTITY DESCRIPTION MATERIAL IJANP./SUPPLIER/REMARKS 1 56Y301 4 WINDOW FRAME 6063-76 - 2 SIW303 4 FRAME COVER (OPTIONAL) 6063-16 - 3 SIWI06 4 GLAZING BEAD (7/18" CUSS) 6063-76 - 3.1 SIW127 4 ALT. GLAZING BEAD (7/16" CUSS) 6063-76 - 3A SIWI 12 4 GLAZING BEAD (5/I6" GLASS) 6063-T6 - 3.1A SIWI 28 4 ALT. GLAZING BEAD (5/16" GLASS) 6063-T6 - 3.2 SIWI17 4 GLAZING BEAD (INSUL. LA/J. GLASS) 6063-76 - 4 110 X 1-1/2" 2/ CORNER ASSEMBLY SCREWS CRS PH SNS 5 5531 AS RE00. EXTERIOR GLAZING SPACER, DUROMETER 7065 SHORE A SANTOPRENE CENTRAL PLASTICS 6 5530 AS RECTO. INTERIOR GLAZING SPACER, OUROMETER 7065 SHORE A SANTOPRENE CENTRAL PLASTICS 7 - 2/ LRE SETRNG BLOCK, OUROMETER 85±5 SHORE A EPDM - , •• s • • • • • • • •• • • • • .290 I 1--- }I .812 1.177 llL I GLAZING BEAD (INSUL. LAM. GLASS) .155 .200 .290 -1 L .063 • •• • • ilzo ••• .240 .140 L-JJJ"""YT • • .058 • • • •• ••• • CO EXTERIOR GLAZING SPACER © INTERIOR GLAZING SPACER SCALE 1,1 SCALE 1:1 • • • •• • • • •• • ••• • • • • • • • • • • • • • IL • • • • • • • • • • • • • • • • ••• • TYP. CORNER DETAIL Engr: JAVAD AH6AO CML FLA PE 1 70592 CAN. 3538 201/ I'RODUCT REVISED es complying with the Florida 3oilding Code ,A 2t2 Acceptance No .Fj 1 R. ireltoa Dote • . 4 ffj/? By k M141111 ado Product Control 0 n A s 6 a a n' 0 0 vo 0 0 L drawing no. W07-49 (sheet 7 of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8/10/2015 Florida Building Code Online Fiorda Department Busines Professi Regulation a license efficiently, Regulate fairly. BCIS Home f Log In User Registration Product Approval USER: Public User Hot Topics Submit Surcharge ! Stats & Facts Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email �EL4334.-R9,_ �- Revision. = :Approved_ Publications FBC Staff BCIS Site Map ( Links Search *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Masonite International 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Steve Schreiber • • ••: 3SSri'•eiier@masonite.com • • •• ••• •• • • • •. • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • .•• • ••• • • • • ••• • • • • • • • • • • • • • • •••• •• • •• • • • • • • • • • • • • •• •• • • • •• •• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuah•Iw)ia%2fdyxzP•HICIMtet/o3d • 1/6 8/10/2015 https://www.floridabuilding.org/p Florida Building Code Online Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary -of -Products 06/01/2015 06/03/2015 •• .•• • • . • • •• • ••• t6;O4/2015 • • OOOOO • • • .• ••. •• • • • •• IFL # • Model, Numlieror Name •• • • • • • • • • description • 4334.1 Fiberglass !itit-hinged Eibor t nits -0• Impact Rated 6.'8" Opaque I/S and O/S Single Door • • • • .•. . Limits of Use .••. • • • • • • Approved for use in HVHZ: Yes : :•••: :•: : :• certification Agency Certificate R9 C CAC NI005930.01.PDF •:L4334 r nr arm on acnr ,naramowc ,N.v xl )wrl )nrraMc,vv( l unPuah Iw t,/02.1Uvxxt'1-1IC. /olth%Jd •-.s /6 8/10/2015 Florida Building Code Online Approved for use outside HVHZ: Yes +Impact Resistant: Yes 'Design Pressure: +70.0/-70.0 • Other: Evaluated for use in locations adhering to the Florida Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0120.pdf Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 504B.pdf ominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Created by Independent Third Party: Yes 4334.2 ; Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque I/S and O%S Single Door Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FLO121.odf Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 503B.odf nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Created by Independent Third Party: Yes 4334.3 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Opaque O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0121.odf Building Code including the High Velocity jidrrte d Zbne, arui : where pressure requirements as determirtQd by.ISGM7, . ..• Minimum Design Loads for Buildings and 0theg arOGeuree, . . does not exceed the design pressures listed. 12'-0" x 8'-0" ./trified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.pdf max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0321.u5 far additienal • . • . . information. • • • • • • • . .. . • • . . Created by Independent Third Party: Yes • •�• . . . • • . . 4334.4 j Fiberglass Side -hinged Door Units - Impact Rated .�. • ••• • 8'-0" Opaque I/S Door w/ or w/o Sidelites • Limits of Use ; •. •. • • ; ;.Certification Agency Certificate hops://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgttSMGyvgTunPuaFIwHGK�o2fQyxxFH1C78%2fE%3d 3/6 8/10/2015 Florida Building Code Online Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. FL4334 R9 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.pdf Created by Independent Third Party: Yes 4334.5 Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. 6'-8" Opaque O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 R9 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FLO120.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 502B.pdf Created by Independent Third Party: Yes 4334.6 Fiberglass Side -hinged Door Units - Impact Rated 6'-8" Opaque I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes . • • • • • • • • • • Design Pressure: +50.5/-50.5 • • • Other: Evaluated for use in locations adlangxb t'haF(bed a Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and bthaf StrL dares • does not exceed the design pressures listed. '!2'-0":x 6'8" • max nominal size. Hurricane protectivesystem is NOi' ••• • required. See anchor detail DWG-MA-FLO120-05 for additional information. 000 • • • • 000 • • • • • • ..• • • • • • • • • • • • • • •• •• • • • •• •• htt s://www.floridabuildin or / r/ r_a dtl.as x? aram=wGEVX wtD ttSMG v TunPuaFIwHGK%2f xxFH1C78%.2.A d • P• g• g P P PP— P P Q 9 Y 9 QY Certification Agency Certificate FL4334 R9 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date .42/28/2021 Installation Instructions •F.L•4334 R9 II FLO120.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: initiation Reports • FL:3.34 R9 AE 502B.pdf •Crested by Independent Third Party: Yes • • 4/6 8/10/2015 Florida Building Code Online 4334.7 ! Fiberglass Side -hinged Door Units - 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites l Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0123-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.04.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0123.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 501B.pdf Created by Independent Third Party: Yes 4334.8 Fiberglass Side -hinged Door Units - I Impact Rated 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0122-05 for additional information. Certification Agency Certificate FL4334 R9 C CAC NI005930.03.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R9 II FL0122.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R9 AE 502B.pdf Created by Independent Third Party: Yes Back) Next fail fail. • • • • L .. • • • • • • • • •• fail• fail • • • •. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CQpyiligt 2007 2014,Wte of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement • • • • • • • • Under Florida law, email addresses are public record$'If you dQ nQt ian j'our,e-mait aadross released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office Yy phoneor by traditienal mail!Ifyod rave any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2fli2, licensees licenses under Cctapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., • • • • • • • p2:s� �ick hk-e ▪ • • Plroauct:Appioval Accepts: • • •• •• • • • •• •• htt s://www.floridabuildin or / r/ r_a dtl.as x? aram=wGEVX wtD uSMG v TunPuaFIwHGK%2f xxFHIC78%2fE%3d • P g• g P P PP— P P Q 9 Y q QY 5/6 8/10/2015 Florida Building Code Online • . `,urlt cm Credit iFE .. ... .. . .... • ••• • ••• • . • • •• • ••.• •.. • • .... . • ....• • .. • .. •••• . .. ... • • .• ... • .... • • • ... • • • • • • . • • •. . • . .. • ...... • • ... https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDg1tSMGyvgTunPuaFI WHGK%2fQyxxFHIC78%2fE%3d 6/6 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: NI005930.01 Certification Date: 02/17/2005 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments X 1/S Opaque 3'0" x 6'8" +70/-70 2.86 psf Yes NCTL-210-3102-I Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO120-05 X O/S Opaque 3'0" x 6'8" +70/-70 10.5 psf Yes NCTL-210-3102-1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO 120-05 XX US Opaque 6'0" x 6'8" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 XX O/S Opaque 6'0" x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 Double 8.25 psf* Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 XO/OX US Opaque Door 6'0" x 6'8" +50.5/-50.5 2.86 psf Door -Yes NCTL-210-3105-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0120-05 XO/OX O/S Opaque Door 6'0" x 6'8" +55/-50.5 6.0 psf/ Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FLO120-05 OXO US Opaque Door 9'0" x 6'8" +50.5/-50.5 2.86 psf Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Dctail-MA-FL0120-05 OXO O/S Opaque Door 9'0" x 6'8" +55/-50.5 6.0 psf/ Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites • • • • • • • .. 8.25 psf* Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" • • • • • • Anchor Detail-MA-FL0120-05 OXXO I/S Opaque Doors 12'Q" x 6'$': • " i i +L0Ia5Z1.5• • 2.86 psf Doors -Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites • • • . ••• • . •• • •• •• • • Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" • • Anchor Detail-MA-FL0120-05 OXXO O/S Opaque Doors 12'4" x 6'8" +55/-50.5 6.0 psf/ Doors -Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites • • • • • • • • 8.25 psf* Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" • • • • • _ • • • • _ • • • • Anchor Detail-MA-FL0120-05 *High Dam Threshold • • • • • • • • • • • National Accreditation & Management Institute, li4c./4l9 t George NVashifigton Memorial Highway/Hayes, VA 2307 Tel: (804) 684-5124 Fax: (804) 684-5122 :.J A1LII �►UTlORIZED SIGNATURE: • • • • • • • • • • • ••• •• • • • ••• •• ••• •• •• •• ••• • • Luis R. Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rIlomas a(�Irlomaspe.com Manufacturer: Masonite Report #: 504B Date: 05/21/2015 Product: Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FL0120-05 DWG-MA-FL0122-05 DWG-MA-FL0124-05 DWG-MA-FL0126-05 DWG-MA-FL0128-05 DWG-MA-FL0130-05 DWG-MA-FL0132-05 DWG-MA-FL0134-05 DWG-MA-FL0140-05 DWG-MA-FLO151-06 DWG-MA-FLO153-06 DWG-MA-FL0155-06 DWG-MA-FLO156-06 DWG-MA-FL0160-07 DWG-MA-FL0162-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 1/4" Tapcon, for masonry installation Anchor capacity in shear condition: Solid members w/ & w/out gap: Fastener type: #10 wood screw Root diameter: Or: 0.152 in Minimum required penetration: p: 1.140 in Side member: Douglas Fir -Larch Side member thickness: t, = 1.000 in Side member dowel bearing strength: F„ = 4,650 psi Side member dowel bearing length: I, = 1.000 in Mode I,, Mode I, qm = P= Kb = Z,„. 509.2 Ibs/in 580.5 Ibs 2.200 264 Ibs qs = P= Kb = Z,= 707 Ibs/in 707 Ibs 2.200 321 Ibs Min. Design value: Z= 107 Ibs Duration Factor: Co = 1.6 Allowable Design Value (ZC0): Mode II A: 8: C: P= Kb = Z= 0.0008 1.07 -342.139 265 Ibs 2.2 120 Ibs Z'= 171 Ibs/anchor (NDS 2012, TR12) DWG-MA-FL0168-07 DWG-MA-FL0170-07 DWG-MA-FL0172-07 DWG-MA-FL0174-07 DWG-MA-FL0175-07 Sap: g: 0.0000 in Moment arm: 0.0000 in Screw bending yield strength: Fa = 80,000 psi Main member: Spruce -Pine -Fir Main member thickness: t,, = 1.500 in Main member dowel bearing strength: Main member dowel bearing length: Mode IIIm A: 8: C: Ms= P= Kb = Z= 0.00120 0.57 -212.263 46.8 in-Ibs 246 Ibs 2.2 112 Ibs F,„ = Im = 3,350 psi 1.140 in •••• Mode III, • • Nro�e•Iy • A: 0.00134• • • 8: 0.5 • • • C:-223.524 • Mm= 46.8It IEs••• P = 263 Ibs• • • • • Ko= 2.2 •••• Z= 119Jt•••• • • •• • • A: •• 0.0016.89 8: •0.000 C: •9�.6 • P•• •235Ibs • • • Ko• • • 2.2 Z=••••107Ibs • • •••• Fastener type: 1/4" ITW Tapcon Substrate: Hollow block Edge distance: Edge distance: Actual edge distance: Spacing: Spacing: Actual spacing: Allowable Design Value Wm): ): 4.00 in 2.00 in 2.50 in 4.00 in 2.00 in 3.00 in Z"= 156 Ibs/anchor Tabulated shear design value: Tabulated shear design value: Reduction factor: Tabulated shear design value: Tabulated shear design value: Reduction factor: N.O.A. 12-0816.06 Minimum embedment: Z= Z= Z= Z= 202 Ibs 161 Ibs 0.85 202 Ibs 166 Ibs 0.91 1.25:n • • • • • • • • •• • •• • • • • • • Minimum anchor capacity: 156 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 Y A2 A2 / Al 1 of 2 79.25 Design pressure: 85.0 psf Zone Area (ft) Load (Ibs)(in) Ind.(in) Max. O.C. Anchor Result Cap. (Ibs)QtY Load (Ibs) Al 2.3 195 N/A N/A 156 2 98 OK A2 7.7 656 6.00 18.00 156 5 131 OK • • •• • a a • *' A0,-25 • ,'rr' WINO .ice ,13 TAT OF r14:04: C 0R10 t.� �~ Luis R. Lomas P.E. FL No.: 62514 5/28/2015 • • • • Luis R. Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rilomas@Irlomasbe.com Manufacturer: Masonite Report #: 504B Date: 05/21/2015 Anchor. Locations: 79 25 6.00 TYP. 6.00 13.45 MAX. O.C. J 6.00 18.19 36.38 6.00 TYP. �— • • • • • •• • • • • •• • • •••• • • •• • • • • • • • • • • • •• • Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2 of 2 ••• • • • • • • • • ••• • • • • • •• • •• • • • • • •• • • • • • • • • • • • • • • • • • •• • • ••• • • • • • •• `�1`tlItIij/, \\15 • L 0 j/,• iff *• 0 5 • k= 77;11• TAT OF ••i �i�aNAl.1���tt� f� Luis R. Lomas P.E. FL No.: 62514 5/28/2015 1 Li HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 693" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: NATION RESULT SELF IGNrnON TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN/MIN (C-1) SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH* ASTM D638 3.21G DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 00 hill 00 00 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH sInn ITT 20.5" MAX D.L.O. 149' MAX. OVERALL FRAME WIDTH 36.375" MAX. PANEL WIDTH W/ASTRAGAL 37.5" MAX. FRAME WIDTH ro • • • • • MAX. PANEL HEIGHT 79.250" • • • • • • • •• DIJT W/SIDELITE$ jD1219-11 •• • • • •• DOUBLE DOOR UNIT W/SIDELITES AddenCIImloNAY Cair1 Ike N0.:. than 5970 ReVreradBY DOUBLE DOOR UNIT W/SIDFIITFS DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INWWI OL1TSWI--+ INSWING • OUTSWING OUTSWING* X 37.5" - '+70.0 (( �b.0 +7 =704 +19.0 A -49.0 +70.0 -70.0 +70.0 -70.0 XX 74" +50.5 t7 -50.5 +5 -56.5 +19.0 j• 109.0) +40.0 -40.0 +55.0 -50.5 OX or XO 75" +50.9 -5,.5 t55K0 -S0.5 4R19,Q'/ -I9.1Z +40.0 -40.0 +55.0 -50.5 OX0 112.5" +5L1.5 4 -54.7 +550• -s Sr +1911./ -Tsi„ .+40.0 -40.0 +55.0 -50.5 OXXO 149" +5• 7 -50.5 1f5 +55.0 -50.5 +19.0 / -19.0 +40.0 / -40.0 +55.0 -50.5 igh Dom threshold Desi KURT BALTHAZOR FLORIDA P.E. #56533 0 0. a CA N Ln N N ec W N t7 co Ua U 0 O 1 J Z O J CO 0 0 N N 0 0 N in t.•• co 0 W U 0] 0 Z DATE: 2/11/05 SCALE: N.T.S. DWG. BY: SWS CHIC. BY: DRAWING NO.: DWG-MA-FL0120-05 SHEET 1 or y3 ••• • . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • SEE DETAIL "C' 3" --I DETAIL "D" 6" 3" - - SEE DETAIL 3 "E" - 3" 3"� - 6" 3" h3 - _ I r r 1�� I _ r 6" 6" 0 ir-1)-- r 6' - 6• 3" Oq 6" 3' 1— 6-1I— -.- - - O- 4 MOR/E'�EQUALLY SPACED . . r6. 1 I 3" 3" 6" - - SEE DETAIL 3' - 6" #10 x 2" #10 x 5/8" #10 x 5/8" #10 x 2" DETAIL "C" TYP. 1 0.9621 1.375" T INSWING THRESHOLD OUTSWING THRESHOLD #10 x 1" #10 x 1" 1 1.75" T 3" 0 W a SEE DETAIL a #8 x 2-1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.174' .0DY SALE( 80 C�11ND.:. NSDO.S91p•• • •Csm • • •0.24"311EA&ED • • • • • • • • •• ALUMINUM OR BUM SPACER • ... . .•• • . . • • 1.047" • • • • • • • • • • • • • •• • • • • .•• • . • HIGH DAM 0/S THRESHOLD OR EQUM0 • •^ " •+ • •• . • •" 'APICAL GLAZING DETAIL IMPACT RATED GLASS N 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPBONAL) .0124' TEMP. 18 K 1-1/2" PHS D0W 832 OR EQUAL 0 0. 3 N N N N 3 3 N fl: a N w 0 Go N M N 8 U 0] S O z N z 0 cc DATE: 2/ 1/05 SCALE: N.T.S. DWG. BY: SINS CHK. BY: DRAWING NO.: DWG-MA-EL0120-05 SHEET 2 or 3 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE DETAIL "C" SHT. 2 AddenbmIDNM Catalan NS0oS93Q Wood Br Dete Revisal 5/24 /r1� SEE DETAIL _ "E" SHT. 2 3" 3" SEE DETAIL "F" SHT. 2 6" i 3" ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 1.25 MIN 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 0 a SEE DETAIL "D" SHT. 2 J C/ b w 0 0 ui -'I1---6" I l:J I ® I 4 MORE EQUALLY SPACED T 6" - 1 .6 . —I 6" -1 3" HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. TYPICAL MASONRY ANCHOR INSTALLATION • • • • • • • • • 1"X1 2 CORRUGATED • •• 3" FROM EACH END •1. • ••• • AND 7.00 N WW1 MIN • �1 _ S 0.29F • • • •KIM SHIM 1 MAX fLT71 CL —I — • ••• ••• • • I I I ACRYLIC • • • • • • • II r ItT" I� LATEX • • • • •• • • CAULK • • • • • • • • • ••• TYPICAL WOOD •BUCK ••• •• COMBINATION ANCHOR INSTALLATION MULLION (BOXED) #10X2" WOOD SCREW 6" FROM EACH END AND 2" OC ACRYLIC CALK CL (2) " WOOD SCREWS EACH END • • COMBINATION COMPOSITE MULLION (BOXED) MULLION (INTEGRAL) 0- Co UQD QD d Oc -- �O -g 0 Q _ In oo iE ro CO PART OR ASSEMBLY: 20 3 N 3 N N 3 V) 0) 3 N OC a x U 0 J 0 0) 0 z_ x z 0 0 z z 0 J 0 0 0 n 0 0 a M F- m O z N z 0 0) GATE: 2/ 1/05 sc.ua N.T.S. DWG. BY: SWS CNN. BY. ORANING NO.: DWG-MA-FLO120-05 sierr 3 OF 3 ••• • • • • • l+ • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• ♦• ••• • • • ••• • • ••• • • 1p V\IN. \2Y2i�S' BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: I0Cp S 1 Master Permit No. Sub Permit No. tEC (211q/IY 1256„ FBC 20rl .4, Ws -i8b5 2ev i g- 390 REVISION ❑ EXTENSION ❑ CHANGE OF CONTRACTOR ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: L 11 - 21 6C9 - 0V - 02 0 V Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder):�Vi I C4I t - (e iLo peZ Address: " e. 1. (0 City: ►I 1nivl Tenant/Lessee Name: Mien(eho-+rGi I. Corn Email: State: BFE: NO FFE: Phone#: 3O - Sc-3I � Phone#: Zip: J 3 138 CONTRACTOR: Company Name: ASP Y At i ndvYvs boors Phone#: `5 1 3 - 06 11 Address: QBIJ I r `1 YV l I of City: M am i State: Zip: 3319 a Qualifier Name: don ct I Y 1 a f 'R od r-1 o, Lt 7 Phone#: 3 C6i State Certification or Registration #: l _ , 5 137 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: //�� City: Staten Zip: Value of Work for this Permit: $ �'4, 1 �I -/Q0 Square/Linear Footage of Work: Jam/ Type of Work: ❑ Addition ❑ Alteration ® New ❑ Repaie/Replace El Demolition / Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ 40, a) CCF $ Scanning Fee $ g / C.1-- Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Double Fee $ ( Structural Reviews $ (-It'. G' Bond $ CO/CC $ Notary $ (Revised02/24/2014) TOTAL FEE NOW DUE $ � Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this (1Fj day of , 20 (an , by tj/C.1ni?�II lQ LgZ , who is personally known to me or who has produced PI . as identification and who did take an oath. NOTARY PUBLIC: Sign: aL, Print: .,c---/ r S- P c tt. Seal: ,ekil:."Y4zti. CHRISPOURIDAS, JR. - MY COMMISSION # GG 065385 EXPIRES: January 24, 2021 %. ,o ,$' Bonded Thru Notary Pub4C Underwriters Garr APPROVED BY Signatures—) CONTRACTOR The foregoing instrument wasre/!� /acknowledged beforemethis 1� day of Fth , 20 , by .J o-nA..%tt,J L)o,alJ8 ice() is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: C `� Print: 124.S iPc9 k ttl.6 J Seal: *********************** 11.1 .• .!yq"h., CHRIS POURIDAS, JR. MY COMMISSION # GG.065385 , EXPIRES: January 24, 2021 ii,3• '• Bonded Thru Notary Pubic Underwriters 1411 ' r---�- as *********** Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk PGT SH700 Series Single Hung 16-0714.06 ® 26x38 WHITE INNERLAYER PGT FD101 Serial; Hinge Right 0 16-0629.17 PGT SH700 Series 35 x 80-3/4 Single Hung 16-0714.06 26.1/2 x 26 'Windows and Ooors u )y.. M..... S."a. 11 0 PGT SH700 Series PGT 770 Series Single Hung Sliding Glass Doors 16-0714.06 16-0629.06 36-3/4 x 38-3/6 78-3/4 x 94-3/4 + BATH Garage ATttarr txarage moor H1000 15-0505.11 9'xr BEDROOM PGT CA-740 Series Casement Hinge Lett 16-0629.21 37 x 391/4 Michelle Lopez 41 NE 106 Street Miami Shores, FL 33138 PGT 770 Series Sliding Glass Doors 16-0629.06 78-3/4 x 94-3/4 + *Opening 9 and 10 requires a step down. See detail drawings for reference.` Front Entry SIW Picture Window Fan -Fixed Architectural 14-1212.01 391/4 x 8 1/4 Left/Right of CM w/tx3 mullbars 14-0731.06 SIW Picture Window Fan -Fixed Architectural 14-1212.01 37 x 71/4 Top/Bottom of CM w/1x3 mullbars 14-0731.06 0 vi PGT HR710 Series Hor xontal Roller Masonite Opaque 2-panel FL4334.1 7-1/2" jamb 36 x 80 RHOS F PGT CA-740 Series Casement Hinge Left 16-0629.21 36-3/4 x 50-5/8 BEDROOM BATH BEDRCfOM'---- 16-0714.13 PGT CA-740 Series 74x 50-5/8 Casement Hinge Left 0 •• •••1%-0429.21 • 48-3Y4 * 50►5/1 • a •• • • •• •OA 4 • • • O • • •• �•• •• Y m G) PGT CA-740 Series Casement Hinge Right 16-0629.21 36-3/4 x 50-5/8 pj PGT SH700 Series Single Hung 16-0714.06 18-1/2 x 38-3/8 WHITE INNERLAYER • PGT CA-740 Series Casement Hinge Left 16-0629.21 36-3/4 x 50-5/8 FG" rCA-740 Series Casement Hinge Right • • 16041629.21 • • 1823/4 x 50-5/8 • 9 6 • • ••• • `.•• ••• s • • • ! • • . • • • • ••• • • • • • • • • • • • • • • • • •• • •• • • . • • • • • • • ••• • • • 6 • • • • • • • • • •• •• • • ••• • • • • • • • •••• • • • • • • • • • • • •• •• • ••• • •