The URL can be used to link to this page

WS-17-2702.1^ N 5-0-6t7P,"" 74-441 ro, Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pei Permit NO. WS-11-17-2702 Permit Type: Windows/Shutters MIt orkclassification: Window/Door Rep acem Permit Status: APPROVED ■ Issue Date: 12/5/2017 Expiration: 06/03/2018 Parcel Number Applicant 162 NE 108 Street Miami Shores, FL 33161- 1121360090030 Block: Lot: SERGIO GIACOMONE Owner Information Address Phone Cell SERGIO GIACOMONE 162 NE 108 Street MIAMI SHORES FL 33161-7038 Contractor(s) Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Cell Phone (305)762-6753 Valuation: Total Sq Feet: $ 52,000.00 0 Type of Work: REPLACE 20 WINDOWS AND 3 DOORS No of Openings: 23 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $31.20 $4.95 $3.30 $10.40 $330.00 $80.00' $9.00 $41.60 $510.45 Pay Date Pay Type Invoice # WS-11-17-65645 12/05/2017 Credit Card 11/14/2017 Credit Card - ■ Amt Paid Amt Due $ 460.45 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Structural In consideration of the i su pertaining thereto and in accepting this permit I required for ELECTRI OWNERS AFFI construction Authorized Signat nce to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In nsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are ECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. foregoi . in ormation is accurate and that all work will be done in compliance with all applicable laws regulating he above -named contractor to do the work stated. Owner / Applicant / Contractor / Agent December 05, 2017 Date Building Department Copy December 05, 2017 1 4)t Miami Shores Village BUILDING PERMIT APPLICATION 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 RECEIVED NOV 14 2017 VW 20 ►vM Master Permit No. W I 1 '-' Sub Permit No. • BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: b Z r C l a$ S T City: Miami Shores County: Miami Dade Zip: ' 3 l t. I Folio/Parcel#: 11- 206- OD 9 - 0030 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 56-se Sw. 4-1..7►'�.• 1 2 a8 IOS Sr — Address: Phone#: -'oS'3H_3O'r g City: F'�` S � State: i Zip: -1 3 IL' I Tenant/Lessee Name: N/A Email: N/A J -A �`F-F-%P2 c-P s - CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE Phone#: N/A Phone#: 954-7924415 City: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State: FL Zip: 33312 State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Phone#: Certificate of Competency #: Phone#: N/A Address: N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit: $ a 000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: REPLACE 1,0 a;•3 p,,,)5 3 QOp2 S Specify color of color thru tile: Submittal Fee $ t to Permit Fee $ 330 • C)° CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (4Go • (1-5- (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A zip N/A 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 I day of Sj .G(o 14c is, ,', me or who has produced 5 identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ************** «! :Cyr• ABDIEL R. CASTILLO %.:1 MY COMMISSION # GG 079600 EXPIRES: March 6, 2021 Bonded Thru Notary Public. UMenmlers +o0Q-1- , 20 l 7 , by Signature ``•;'� CONTRACTOR The foregoing instrument was acknowledged before me this IS day of4 �2J I ersonally known to A.T)�'"V. owe , wh is personally known_ 0 I o eO L as me or/ who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ******************************************************* el APPROVED BY Plans Examiner (Revised02/24/2014) , 20 1 , by as _�,"�;�,: JANETTE L LUNN MY COMMISSION 4 GG032995 EXPIRES August 07, 2020 Zoning Structural Review Clerk Property Search Application - Miami -Dade County .1.,: OFFICE OFTHE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-009-0030 Property Address: 162 NE 108 ST Miami Shores, FL 33161-7038 Owner SERGIO GIACOMONE Mailing Address 162 NE 108 ST MIAMI SHORES, FL 33161-7038 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,173 Sq.Ft Living Area 1,600 Sq.Ft Adjusted Area 1,916 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $232,690 $199,874 $164,822 Building Value $133,354 $133,354 $133,354 XF Value $22,538 $22,560 $15,204 Market Value $388,582 $355,788 $313,380 Assessed Value $187,364 $183,511 $182,236 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $201,218 $172,277 $131,144 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 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 5 PB 48-21 LOT 3 BLK 209 LOT SIZE 75.000 X 124 OR 18951-0711 12 1999 6 Page 1 of 1 Generated On : 10/1/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $137,364 $133,511 $132,236 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $162,364 $158,511 $157,236 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $137,364 $133,511 $132,236 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $137,364 $133,511 $132,236 Sales Information Previous Sale Price OR Book - Pa e 9 Qualification Description 12/01/1999 $127,000 18951 0711 Other disqualified 09/01/1993 $119,000 16047- 3888 Sales which are qualified 11/01/1990 $0 00000- 00000 Sales which are disqualified as a result of examination of the deed 11/01/1990 $105,000 14788- 0441 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/ 10/1/2017 Miami Shores V,iiage 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). dge ent: er/Owner Signature 0 CifiC O Date Print Name Florida Home Improvement Associates License No. CGC 061890 / QB44818 3044 SW 42nd St., Ft. Lauderdale, FL 33312 Job# J I ,b1c6 Name: FLORIDA HOME IMPROVEMENT ASSOCIATES Replacement Windows Contract iCiA7471A cieptv"Homfp0, �3-0775 /-br ( /� 8 � /1i . �r bs fG Address City Broward Tel: 954-792-4415 Miami Dade Tel: 305-545.4469 Fax: 954-792-2170 Web: FHAPRODUCTS.COM Email: IN FO©FHAPRODU CTS.COM Bus. Phone: c. Jp� 7� 75� State Zip This Contract is made and entered into this a✓ day of ,coy- 20/ by and between Florida Home -Improvement Associates, Inc, a Florida corporation ("Contractor" or "FHA"), and owner(s) named above of the residence located at the address listed above ("Owner"). The Work. Contractor agrees to perform the work described below: 1) Remove existing units to be replaced. (NOTE: Removed items are likely to be damaged.) 2) Prepare openings as necessary to receive replacement units. 3) WINDOWS: FHA Energy Storm Saver Simonton Vinyl Insulated Install t� Aluminum Insulated, Aluminum Non -Insulated 4) Doors: FHA Energy Storm Saver Aluminum Insulated, Aluminum Non -Insulated Directions are viewed from the inside. On sliding glass doors Active and Fixed Panels are Identified. On Casements and single French doors the hinge is identified Right Hinge and Left Hinge. On Double -French Doors the more active door is identified Impact: (X) Non -Impact( ) Color: White: > Tan: grids Yes( ) No(( Standard Custom Double Hung Qty_ ACTIVE ACTIVE Sinale Hung Qty_ FIXED ACTIVE AA AF Qty Qty Sliding Glass Door FA FAAF AAF City Qty Qty FAA Qty 2-LR OH id. FA AF 3 Bronze: Grey: Casement Qty— LH RH Single French Doors RH( ) LH(A) Qty_ MITI Finish: Picture Window Qty 0 poubk French Doors RA( I LA( ) Qty_ Geometric Qty_ Glass: 4 /� �/ .,-��fz s'�/ � Warranty: Manufa rers Warranty sent upon compe tion. 5) Work NOT to replaced: `ti ,40161/4 s-/ o INITIAL HERE - ITIAL ERE 6) If applicable, removing shutter panels, and/or ' security bars. 7) Special Instructions: fi�y400 8) Cleanup job debris and provide necessary permits and insurance. 9) If applicable, in the event that Contractor Ls unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. (No finish wo, other than normal installa on is to b- done les noted be;) Work: /' Addition Additional INITIAL HERE-) Schedule: Contractor shall commence the work withinJ0"aays after execution of the Contract (the "Commencement Date") and shall endeavor to complete all Work hereunder within Pays after the Commencement Date. {� The TOTAL PRICE for all Labor and Materials (including any applicable discount) is $.S�ie .00 C,Q� r„rsA/�./ b6,L, oven Payment $ :00 �i�!'//°'/�! /'c Balance Payable $:��'�� .00 Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final Affidavit to Owner, substantially similar to the forms included in chanter 713. Florida Statues 120051. d c s e;i ;i€ tr, >c? Circle one: (YES or NO) Owner elects to apply for financing of the `above -statue lump sum amlount. if y is circled, see fi ncing Agreement and related documents 'J9� ,� f1Vioff- ( Contract Price $.5:2j-satpcp Sales Tax ( %) $ (if applicable) Total Contract Price $ Notke to the Owner, if flnandng Is being obtained by Owner: a). Do not sign this home improvement contract (including financing documents) In blank. b►- You are entitled to a copy of the contract et the time you sign. Keep it to protect your legal rights. c). The financial documents attached to this home Improvement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed on if you do not pay. Be sure you understand all provisions of the contract and financial documents before you sign. Miscellaneous: This contract contains the entire contract of the parties. It May not be changed orally but only by a signed change order or other written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any subsequent breach by any party. IN WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year firstabove written. You the Buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached notice of cancellation form for an explanation of this right. ✓ Owner: ' ?BYI•pe G.tcftorn bat }� Contra r: FHA "C/YL^'An By: It.** (Signature of Owner) SgeGio Cijc kc ,Jvr (Signature of Owner) �" (Name & Title) Date Home Owners Association Nome: Phone#: YES ( ) NO ( ) Building Name: 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2017 THROUGH SEPTEMBER 30, 2018 DBA: Business Name: Owner Name: Business Location: Business Phone: Rooms Tax Amount 27.00 FLORIDA HOME IMPROVEMENT ASSOCIATES INC WAYNE T BURNETT Business Opened:ol/o1/2006 4060 SW 30 AVE State/County/Cert/Reg:CGC061890 FT LAUDERDALE Exemption Code: 954-792-4415 Seats Employees 2 Receipt #:GENEALOCONTRACTOR (GENE —AL Business Type:CONTRACTOR(HOME IMPRV)) Machines Professionals Number of Machines: Transfer Fee NSF Fee For Vending Business Only Penalty Vending Type: Prior Years 0.00 0.00 0.00 0.00 Collection Cost 0.00 Total Paid 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: WAYNE T BURNETT 4060-4070 SW 30 AVE HOLLYWOOD, FL 33312 This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Receipt #01A-17-00000013 Paid 10/02/2017 27.00 "Al 7 'Ai o CLIENT INFORMATION PROJECT INFORMATION a) () a; a> 0 r 0 APr'ROVED 7MING DEPT a L�J CD 0 CEWIIHAL F TO COMPLI ULES AND REGULATIONS KEY PLAN N.T.S. NEW 2x4xY" 6063-T6 ALUMINUM TUBE ATTACHED W/ CLIPS TOP AND BTW. EXISTING CONCRETE STRUCTURE 1 S1 CO / / / / / /\ / / / / / / VZWIZ4 36" PARTIAL ELEVATION SCALE: 3/8" = 1'-0" NEW 2x4xY4" 6063-T6 ALUMINUM TUBE ATTACHED W/ CLIPS TOP AND BTW. NEW FRENCH DOOR, BY OTHERS FLORIDA HOME IMPROVEMENTS 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 GIACOMONE RESIDENCE 518636 162 NE 108th STREET MIAMI SHORES, FL 33161 2x4 ALUMINUM TUBE DETAIL FOR NEW FRENCH DOOR #1 SPECIALTY ENGINEERING, CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNT N BEACH, FL 33426 DADE - BROWARD - PALM BEACH FL. CA. #009217 561 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2014, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 3/" MIN. EMBEDMENT, 2. ALUMINUM SHALL BE 6063-T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. 2x4x" 6063-T6 ALUMINUM TUBE FASTEN CLIP TO TUBE W/ (3) #10 x 1" FH TEK SCREWS. 2„� FASTEN TO SLAB/BEAM: 2 Y2" MIN. EDGE DIST.) • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • •• • *CONCRETE STRUCTURE W/ (3) a"0 TAPCONS (1 i" MIN EMBEDMENT, 2 Y2" EDGE DISTANCE) 2x4 ALUMINUM TUBE TO STRUCTURE CONNECTION S1 SCALE: 3" = 1'-0" • • • • • • •••• • • • ••• • • • • DAM � • • • • • • • • •• • • • v. l0 - `,'1 zt' ,,,...1 OF • CLIENT INFORMATION PROJECT INFORMATION KEY PLAN N.T.S. NEW PICTURE WINDOW, BY OTHERS EXISTING CONCRETE STRUCTURE INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2014, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. It 6 CD 1 S2 NEW 1 x24xi" '6063-T6 JALUM. TUBE ATTACHED W/ CLIPS TOP AND BTW° < c 2 PARTIAL ELEVATION S1 SCALE: 3/8" = 1'-0" EXISTING ROUND STEEL POST FLORIDA HOME IMPROVEMENTS 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 GIACOMONE RESIDENCE 518636 162 NE 108th STREET MIAMI SHORES, FL 33161 1x2.75 ALUMINUM TUBE DETAIL FOR NEW WINDOWS #17, #18, #19, & #20 SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH. FL 33426 DADE — BROWARD — PALM BEACH FL. CA. #009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX 5 NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 34" MIN. EMBEDMENT, 2 Y" MIN. EDGE DIST.) 2. ALUMINUM SHALL BE 6063-T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 8. STEEL COLUMN TO BE WRAPPED IN 15LB FELT PAPER (OR OTHER APPROVED ISOLATION METHODS) TO SEPARATE DISSIMILAR METALS WITH ROOFER'S MASTIC AT ALL SEAMS. 9. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. NEW HR WINDOW, BY OTHERS 36" sf,. c ,, < S2 N n NEW 1 x2ixi" 6063-T6 ALUM. TUBE ATTACHED W/ CLIPS TOP AND BTW. a 4 EXISTING STEEL POST G a 1 PARTIAL ELEVATION S1 SCALE: 3/8" = 1'-0" • • . • . • . • • . •..• EXISTING CO,NcalF, STRUCTURE..••.• • . . . . . ..• • • ..•. . • • .•. . • . •• .• • . .• • ' L O I:), ��Sj;.�f�F 2 Sl�r.l4L .`.� CLIENT INFORMATION PROJECT INFORMATION INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2014, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. 1 x24x8" 6063—T6 ALUMINUM TUBE INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 3/" MIN. EMBEDMENT, 2 Y2" MIN. EDGE DIST.) 2. ALUMINUM SHALL BE 6063—T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 8. STEEL COLUMN TO BE WRAPPED IN 15LB FELT PAPER (OR OTHER APPROVED ISOLATION METHODS) TO SEPARATE DISSIMILAR METALS WITH ROOFER'S MASTIC AT ALL SEAMS. 9. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. 2'. Jr 2" FASTEN CLIP TO TUBE W/ (3) #8 x 1" FH TEK SCREWS. 1 X2.75X 1 /8" CONNECTION DETAIL SCALE: 6" = 1'-0" FIELD MODIFIED ALUM. TUBE CLIP ATTACHED TOP AND BOTTOM TO: * CONCRETE STRUCTURE W/ (3) a"0 X 23/4"" TAPCONS (1 4" MIN EMBEDMENT, 2 Y" EDGE DISTANCE,) FLORIDA HOME IMPROVEMENTS 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 GIACOMONE RESIDENCE 518636 162 NE 108th STREET MIAMI SHORES, FL 33161 1 x2.75 ALUMINUM TUBE DETAIL FOR NEW WINDOWS #17, #18, #19, & #20 SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA. #009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX 1 x24xg" 6063—T6 ALUMINUM TUBE ATTACHED W/ CLIPS TOP AND BTW. EXISTING ROUND STEEL COLUMN 1 x24x8" 6063—T6 ALUMINUM TUBE ATTACHED W/ CLIPS TOP AND BTW. 1 x2ixi" 6063—T6 ALUMINUM TUBE ATTACHED W/ CLIPS TOP AND BTW. EXISTING ROUND STEEL COLUMN NEW WINDOW JAMB ATTACHMENT SPECIFIED BY PRODUCT APPROVAL YB" ALUMINUM BREAK METAL ATTACHED TO TUBE W/ #6x>s" SS TEKS Q 6" 0/C CORNER TUBE DETAIL SCALE: 3" = 1'-0" NEW WINDOW JAMB ATTACHMENT SPECIFIED BY PRODUCT APPROVAL NEW WINDOW JAMB ATTACHMENT SPECIFIED BY PRODUCT APPROVAL Ye" ALUMINUM BREAK METAL ATTACHED TO TUBE W/ #64" SS TEKS © 6" 0/C • • • • . . .. • • • . . .. • ... . • • . . • • • • • . . • No. 77012 NOV-89 STATE OF i �R!VQF‘° 2 ''r:trnnc11110. 0� CLIENT INFORMATION PROJECT INFORMATION INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2014, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. KEY PLAN N.T.S. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. i V7,..,A FLORIDA HOME IMPROVEMENTS 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 GIACOMONE RESIDENCE 518636 162 NE 108th STREET MIAMI SHORES, FL 33161 2x4 & 1 x4 ALUMINUM TUBE DETAIL FOR NEW WINDOWS/DOOR SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA. #009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX NEW 2"x4"0/4" 6063—T6 ALUMINUM TUBE ATTACHED TO CONCRETE HEADER W/ Y4" 0 ULTRACONS © 8" 0/C ( 1 3/4" MIN. EMBEDMENT, 2 Y" MIN. EDGE DIST.) EXISTING CONCRETE STRUCTURE NEW PICTURE WINDOWS, BY OTHERS NEW 1x4xi" 6063—T6 ALUMINUM TUBE ATTACHED W/ CLIP TOP AND BTM. NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 %" MIN. EMBEDMENT, 2. ALUMINUM SHALL BE 6063—T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. NEW 2x4x4" 6063—T6 ALUMINUM TUBE ATTACHED W/ CLIP TOP AND BTM. 4 NEW 1 x4x81" 6063—T6 ALUMINUM TUBE ATTACHED TOP AND BTM. W/ CLIP n, a NEW FRENCH DOOR, BY OTHERS PARTIAL ELEVATION SCALE: 3/8" = 1'-0" 2 Y" MIN. EDGE DIST.) • • • • • • .• • • • • • • •.•. • • • • ••.. • .•. •••• • • ... • • • • • • • • • • • • •• • •.. • • • •• NEW 2x4x4" 6063—T6 ! ALUMINUM TUBE ATTACHED W/ CLIP BOTH SIDES. NEW 2x4x4" 6063—T6 I ALUMINUM TUBE ATTACHED W/ CLIP TOP AND BTM. NEW PICTURE WINDOW, BY OTHERS � • • • • • • • • • • • S' c No. 77G 1 2 n NOV- 9 211;i ,:,3 STATE CLIENT INFORMATION PROJECT INFORMATION INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2014, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 %4" MIN. EMBEDMENT, 2 Y2" MIN. EDGE DIST.) 2. ALUMINUM SHALL BE 6063—T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. 2x4x4" 6063—T6 ALUMINUM TUBE FASTEN CLIP TO ALUMINUM TUBE W/ (3) #10 x 1" FH TEK SCREWS, EACH SIDE. 55„ 8 (V FASTEN TO BEAM: *CONCRETE STRUCTURE W/ (4) 4"0 TAPCONS (1 4" MIN EMBEDMENT, 2 Y2" EDGE DISTANCE) 2x4x1/4" ALUMINUM TUBE TO STRUCTURE CONNECTION SCALE: 3" = 1'-0" FLORIDA HOME IMPROVEMENTS 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 GIACOMONE RESIDENCE 518636 162 NE 108th STREET MIAMI SHORES, FL 33161 2x4 & 1x4 ALUMINUM TUBE DETAIL FOR NEW WINDOWS/DOOR SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNT N BEACH. FL 33426 DADE — BROWARD — PALM BEACH FL. CA. #009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX t 32 1' 2x4x4" 6063—T6 ALUMINUM TUBE FASTEN CLIP TO TUBE W/ (3) #10 x 1" FH TEK SCREWS. FASTEN TO: *CONCRETE STRUCTURE W/ (3) 4"0 TAPCONS (1 4" MIN EMBEDMENT, 2 Y" EDGE DISTANCE) • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • •• 2x4 ALUMINUM TUBE TO STRUCTURE CONNECTION : • SCALE: 3" = 1'-0" FASTEN CLIP TO INTERSECTING ALUMINUM TUBE W/ (3) #10 x 1" FH TEK SCREWS 2x44" 6063—T6 ALUMINUM TUBE • • • • • •• • FASTEN CLIP TO ALUMINUM TUBE W/ (2) #10 x 1" FH TEK SCREWS, EACH SIDE. 2x4X1/4" CONNECTION DETAIL (for tube to tube) SCALE: 3" = 1'-0" • • • • • • • • • • • • • •• ,,`,�tttttttttttt.ttffi fff .` NY. tt Q 78 _* NOV 47 2017 • • • • .O '\S' n'I E OF " !6........................................... I <3f' 3 �n ::.jutt�ttV CLIENT INFORMATION PROJECT INFORMATION INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2014, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 3/4" MIN. EMBEDMENT, 2 Y" MIN. EDGE DIST.) 2. ALUMINUM SHALL BE 6063—T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE 6. PROVIDE BARRIER BETWEEN ALUMINUM. AND CONCRETE. 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. 1 x4xg" 6063—T6 ALUMINUM TUBE FASTEN CLIP TO INTERSECTING ALUM. TUBE W/ (3) #10 x 1" FH TEK SCREWS 0 0 O FASTEN CLIP TO ALUM. TUBE W/ (2) #10 x 1" FH TEK SCREWS EACH SIDE. 2" rnIct- 1 X4X1 /4" CONNECTION DETAIL (for tube to tube if req'd) SCALE: 6" = 1'-0" FLORIDA HOME IMPROVEMENTS 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 GIACOMONE RESIDENCE 518636 162 NE 108th STREET MIAMI SHORES, FL 33161 2x4 & 1x4 ALUMINUM TUBE DETAIL FOR NEW WINDOWS/DOOR SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA. #009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX 1 x44" 6063—T6 ALUMINUM TUBE 1" 4" /////I////////t///I///I / / / / / / //////I//////////////// • • • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • •••• • •••• FASTEN TO KNEEWALL: • • • • • • • *CONCRETE STRUCTURE Vf•/ (tJ"0 TAvaNr (1 i" MIN EMBEDMENT, 2 Y2' EDGE DISTAb�E); FASTEN CLIP TO ALUM. TUBE W/ (2) #10 x 1" FH TEK SCREWS EACH SIDE. 1X4X1/8" CONNECTION DETAIL S3 i SCALE: 6" = 1'-0" • • • • • • • • • •• • • • • P;=gh•(GCp-GCp V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-la Risk Category 11 Table 1.5-1, page 2 Exposure C Section 26.7 Kd 0.85 Table26.6-I, page250 Kit I Figure 26.8-I, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0degrns thrla 14.0 deggrrtxs Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite H2O Boynton Beach, FL 334326 FL. CA k 009217 Intstuctions and limitations of Use Wind Veloc6es in South Florda Dade Broward Palm Beach Risk Cat. I 165 156 156 Law nsk to humans (Gnus, shads) Risk Cat. 2 175 170 170 Single Family Residences Risk Cat. 3&4 186 180 180 Essential Facilities 2 3 4 5 6 7 8 9 10 12 Charts provide wind pressures based on the mean roof height. And shall not exceed 60'-0". Design pressures are for an enclosed builinding (shutters or other impact resistance protection required). User shall determine the mean roof height, ( Eave height + Roof Peak)/2. End zone ddtance is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0" If 50% of a component is in a particular zone then that component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 Each component, window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. Wind pressures are based on Allowable stress design. Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE 856214 or Mark LeBlanc, PE 035683 or Adam D. LeBlanc, PE#77012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2 No reduction is taken for slopes less than 10 degrees. Arca of component 40.1 40.1 15 -43.4 -53.6 40.6 40.6 16 ---.0 -54.4 Arca of component Zone 4 38.8 -42.2 39.3 -42.8 15.0 sf Zone 5 38.8 -51.3 39.3 -52.0 Arca of component Zone 4 38.4 -41.8 38.9 -42.4 20.0 sf Zone 5 38.4 -50.6 38.9 -51.3 Area of component 25.0 sf Zone 4 Zone 5 37.9 37.9 -41.4 -49.8 38.4 38.4 -42.0 -50.5 Area ofcomponcnt Arca ofcomponont Zone 4 37.5 -41.0 38.0 -41.6 30.0 sf Zone 5 Zone 4 37.5 37.1 -49.0 -40.6 38.0 37.6 -49.7 41.1 35.0 sf Zone 5 37.1 -48.3 37.6 -48.9 Area of component Zone 4 36.7 -40.2 37.2 -40.7 40,0 sf Zone 5 36.7 -47.5 37.2 -48.2 Area of component Zone 4 36.2 -39.8 36.7 -40.3 45.0 sf Zone 5 36.2 -46.8 36.7 -47.4 Area of component Zone 4 35.8 -39.4 36.3 -39.9 50.0 sf Zone 5 35.8 -46.0 36.3 -46.6 An. °lump:mem Zone 4 35.4 -39.0 35.9 55,0 sf Zone 5 35.4 -45.2 35.9 -45.8 Arca of component 60.0 sf Zone 4 35.0 -38.6 35.4 -39.1 41.1 41.1 17 -44.6 -55.1 41.6 41.6 18 -45.1 -55.7 42.1 42.1 19 -45.7 -56.4 42.6 42.6 20 -46.2 -57.0 43.0 43.0 21 -46.6 -57.6 43.4 43.4 22 -47.1 -58.1 43.8 43.8 23 -47.5 -58.7 44.2 44.2 24 -48.0 -59.2 44.6 44.6 25 -48.4 -59.7 45.0 45.0 26 -48.8 -60.2 45.3 45.3 27 -49.2 -60.7 45.7 45.7 28 -49.5 -61.2 46.0 46.0 29 -49.9 -61.6 46.3 46.3 30 -50.3 ' -62.1 39.8 , -43.4 40.3 -43.9 40.8 -44.4 41.2 -44.9 41.6 -45.3 42.0 -45.8 42.4 -46.2 42.8 -46.6 43.2 -47.0 43.5 -47.4 43.9 -47.8 44.2 -48.2 44.6 -48.5 44.9 -48.9 39.8 -52.7 40.3 -53.3 40.8 -54.0 41.2 -54.5 41.6 -55.1 42.0 -55.6 42.4 -56.2 42.8 -56.7 43.2 -57.2 43.5 -57.6 43.9 -58.1 44.2 -58.5 44.6 -59.0 44.9 -59.4 39.4 -42.9 39.9 -43.5 40.3 -43.9 40.7 -44.4 41.2 -44.9 41.6 -45.3 42.0 -45.8 42.3 -46.2 42.7 -46.6 43.1 -47.0 43.4 -47.3 43.7 -47.7 44.1 -48.0 44.4 -48.4 39.4 -51.9 39.9 -52.6 40.3 -53.2 40.7 -53.7 41.2 -54.3 41.6 -54.8 42.0 -55.3 42.3 -55.8 42.7 -56.3 43.1 -56.8 43.4 -57.2 43.7 -57.7 44.1 -58.1 44.4 -58.5 38.9 38.9 -42.5 -51.1 39.4 39.4 -43.0 -51.8 39.9 39.9 -43.5 -52.4 40.3 40.3 -44.0 -52.9 40.7 40.7 -44.4 -53.5 41.1 41.1 -44.9 -54.0 41.5 41.5 -45.3 -54.5 41.9 41.9 -45.7 -55.0 42.2 42.2 -46.1 -55.5 42.6 42.6 -46.5 -55.9 42.9 42.9 -46.9• • •54.1 43.3 43..3• -47•1• 43.6 • 43.6• a7%• •5l.t 43.9 -47.9 43.9 -57.6 38.5 -42.1 39.0 -42.6 39.4 -43.1 39.8 -43.6 40.3 -44.0 40.7 -44.4 41.0 -44.9 41.4 -45.3 41.8 -45.7 42.1 -46.0 42.4 -• 119.4 • 411.8 • • .4.8. • 4i.1 • •-,l.l 43.4 -47.4 38.5 38.1 -50.4 -41.7 39.0 38.5 -51.0 -42.2 39.4 39.0 -51.5 -42.7 39.8 39.4 -52.1 -43.1 40.3 39.8 -52.6 -43.6 40.7 40.2 -53.2 -44.0 41.0 40.6 -53.7 -44.4 41.4 40.9 -54.1 -44.8 41.8 41.3 -54.6 -45.2 42.1 41.6 -55.1 -45.6 42.4 42.0 • -55 5 • • 424I1 • s12.3 -55� • 1113 • 431 • 42.60 e -56•3 • 91e.6 43.4 42.9 -56.8 -47.0 38.1 -49.6 38.5 -50.2 39.0 -50.7 39.4 -51.3 39.8 -51.8 40.2 -52.3 40.6 -52.8 40.9 -53.3 41.3 -53.8 41.6 -54.2 42.0 -54.6 42.3 -55.1 42.6 -55.5 42.9 -55.9 37.6 -41.3 38.1 -41.8 38.5 -42.2 38.9 -42.7 39.3 -43.1 39.7 -43.6 40.1 -44.0 40.5 -44.4 40.8 -44.7 41.2 -45.1 41.5 -45.5 41.8 -45.8 42.1 -46.2 42.4 -46.5 37.6 -48.8 38.1 -49.4 38.5 -49.9 38.9 -50.5 39.3 -51.0 39.7 -51.5 40.1 -52.0 40.5 -52.5 40.8 -52.9 41.2 -53.4 41.5 -53.8 41.8 -54.2 42.1 -54.6 42.4 -55.0 37.2 -40.8 37.7 -41.3 38.1 -41.8 38.5 -42.3 38.9 -42.7 39.3 -43.1 39.6 -43.5 40.0 -43.9 40.3 -44.3 40.7 -44.7 41.0 -45.0 41.3 -45.4 41.6 -45.7 41.9 -46.0 37.2 -48.0 37.7 -48.6 38.1 -49.1 38.5 -49.7 38.9 -50.2 39.3 -50.7 39.6 -51.2 40.0 -51.6 40.3 -52.1 40.7 -52.5 41.0 -52.9 41.3 -53.3 41.6 -53.7 41.9 -54.1 36.8 -40.4 37.2 -40.9 37.6 -41.4 38.0 -41.8 38.4 -42.3 38.8 -42.7 39.2 -43.1 39.5 -43.5 39.9 -43.8 40.2 -44.2 40.5 -44.6 40.8 -44.9 41.1 -45.2 41.4 -45.6 36.8 -47.2 37.2 -47.8 37.6 -48.3 38.0 -48.9 38.4 -49.4 38.8 -49.9 39.2 -50.3 39.5 -50.8 39.9 -51.2 40.2 -51.6 40.5 -52.0 40.8 -52.4 41.1 -52.8 41.4 -53.2 36.3 36.8 -40.5 37.2 -41.0 37.6 -41.4 38.0 -41.8 38.4 -42.2 36.3 -46.4 36.8 -47.0 37.2 -47.5 37.6 -48.1 38.0 -48.5 38.4 -49.0 -42.6 -49.5 -43.0 -49.9 39.4 39.4 -43.4 -50.4 39.7 39.7 -43.7 -50.8 40.0 40.0 -44.1 -51.2 40.4 40.4 40.7 -44.8 40.9 35.9 -39.6 36.3 36.7 -40.5 37.1 -41.0 37.5 -41.4 37.9 -41.8 38.3 -42.2 38.6 -42.6 38.9 -42.9 39.3 -43.3 39.6 39.9 Zone 5 35.0 44.5 35.4 35.9 -45.7 36.3 -46.2 36.7 -46.7 37.1 -47.2 37.5 -47.7 37.9 48.2 38.3 -48.7 38.6 -49.1 38.9 -49.5 39.3 -49.9 39.6 -50.3 39.9 - -50.7 40.2 • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • • • ..zi._____00x*--. ..s..4TATRI cks;.....::441/ •-•„<`',5' ' ..... 9.cx4c,`,:<'' 9 c H 0 c 10, 0 0 ?Ow w CC NI z CC =p0 w Z FNJ — w z w cn i 9 4.4 w O 0 63 X 62 3/4 (+70.2/-70.2) NOA #17-0411.06 �.0 —<145 5 ,<Q/Family 49 3/8 X 62 3/4 (+75/-75) NOA #17-0411.06 • . ••• • .• .. • • • . • • . . •. •• •. •• . • • ••. • •• •• • 52 3/4 X 62 3/4 • (+75/-75) t�OA #17-0411.cp • •• .•I •• • • • • • NS 4w H S • • OQD 145 60 X 62 3/4 (+80/-80) NOA #16-0629.14 • 1.40 • • .. .. • .• • . • • • • • • • • . • • • . .•. tc9P. •• M• • • .,d •.OX77: (+79.3/-79.3) NOA #16-0629.14 • • • •• • • • 451 •.• • •BoS++ • •J�y • •. • �W x l 46, 35 3/4 X 50 (+80/-80) NOA #16-0629.14 120 55 5/8 X 50 (+75/-75) NOA #17-0411.06 . • K a..15 Mv)t r si:n pc Qw Q� Bed 3 53 X 501 /2 (+75/-75) NOA #17-0411.06 22 X 77 (+80/-80) NOA #16-0629 14 Kit: Bed Bath 32 X 94 (+75/-75) NOA #17-0504.01 4.0 531/4 X 50 1/2 (+75/-75) NOA #17-0411.06 Bed 1 v ►{ .0 53X501/2 (+75/-75) NOA #17-0411.06 nSB O x 001 t Dining 3L.R lx� 491/2 X 77 (+80/-80) NOA #16-0629.14 111 X 62 7/8 (+75/-75) NOA #17-0411.06 Entry (50> Yhutt Qr, ew ",o `` 36 X 50 1/2 (+80/-80) NOA #16-0629.14 __36 7/8 x 501 /9 (+75/-75) NOA #17-0411.06 Bath 34 X 81 3/4 (+75i-15) NOA #17-0504.01 Garage ex" 53 X 38 (+75/-75) NOA #17-0411.06 36 X 82 (+75/-75) NOA #17-0504.01 10 -o 2 .e Ska `160 PRODUCT APPROVAL NUMBER: NOA #17-0504.01 OPENING IDENTIFICATION; 1. SFD 13. SFD 22. SFD . • • • • . . . .... . . . . . . .... • . .. . .. .. .... • • • .• • • • • • • • •• • ••• • • • • 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. DESCRIPTION: Series "FD-101" Aluminum Outswing French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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/economy • . . .. . Limitations: • 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XQ,'XXO, OXX' OXO add...: OXXO configurations. The Iower design pressure from table 1 or table 2 shall control." ' 2. Standalone X, XX and 0 configuration unit do not required, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FB(,tgte revieyYC, by AHJ 4. lx or 2x buck to be properly secured to'sustain imposed load and to be reviewed by AIX.... • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or toga, city,state c s ies 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' nQ 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 #16-0629.17 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 NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 .Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals 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 09/08/16, 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.(submitted under file #16-0629.17) 2. 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 fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s,) FIT-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under ftl.es•#12-05J6.01,/#11- 1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per Fljt'TJS 3) Water Resistance Test, per FBC, TAS 202-94 6.. • .... 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 Aluminum outtwh .doorstw/sidelites; prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-521 , dated 051/t15 j .007, • 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). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 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. Gascon, P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. . • B. TESTS 1. None. • • • • • • • • • • • • • • • C. 1. Anchor verification calculations and structural analysis dated 08/01/17, ytPtiplying iX1 .BC- • • 2014 (5TH Edition) & 2017(6te Edition), prepared by PGT, signed and sea'1e$•by Lynn•Miller, P.t . • • • 2. Glazing complies w/ ASTME-1300-02, 04 & -09. • � •, • •• •. • • D. 1. Miami Dade Department of Regulatory and Economic Resources (RERj. . . •• • • E. MATERIAL CERTIFICATIONS • • • • • •• • •• • ••• • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition), FBC 2017(6th edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 • • ••• • • • eerie •• e• • • • •• •• • • • • • • • • • - • •• • • ••• • • • • • • • • • • • • • • ••• • • • • ••• SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 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. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. • • •• •• • • • • • • • 3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OX(O. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO. STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 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) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE DP REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1: 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT ANDDETERMINE THE ANCHORQUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS.. 3116" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 1/8" AN OR HS GLASS 3/8" NOM. GLASS STACK 94 ) 72 1/2" GLASS BITE EXTERIOR GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED • •• • • • • • • •• • • • • ••• • • DESIGN PRESSURE RATING IMPACT RATING • • *SEE TABLES 1 - 4 • ON SHEET 2- RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE • •• Anchor Group ••• • ••• Anchor Type • Frame Member Substrate Min. Edge Distance. Min. Embedment or Metal '� ^ ••1/4; .1 Flip U¢rAD ter' =1651M1, Atio 1i7 k_ concrete (min. 2.85 kat) 114/4"- " JO•Ib HOIIGwwIock (ASTM C90) 11' 1-1/4" •• • • 2 ' 1/4,41lSgEIc CAIeFAx® • • • • • • 4 Fv=127.4 kal, F„=189.7 kal. - Al: Concrete (min.3.35ksf) 1-3/4" 1.3f4" b*b Hollow Block (ASTM C90) 1-3/4" 1.1/4" A8 _ Southern Pine (SG = 0.56) 1" 1-3/8" 3 #12 Steel SMS Pr 5) - All Southern Pine (SG = 0.55) 9116" 1-3/8" All .. 6063-15 Aluminum 3/8" 1/8" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES / STANDARDS USED: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -. '.ASTM E1300.09. OANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION °ALUMINUM DESIGN MANUAL, ADM-2015 OAISI 5100-12 OAISC 380.10 7/16" NOM. GLASS STACK 3116" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 316" AN OR HS GLASS — (93 73 30 a EXTERIOR 7/16" LAMI NOM, GLASS TYPE C, (PVB1), GLASS TYPE D, (PVB2) 1/2" GLASS BITE GENERAL NOTES 1 GLAZING' DETAILS1 DESIGN PRESSURES2 VERT. SECTIONS 3 HORIZ. SECTIONS 4 PARTS LIST 5 EXTRUSIONS :6 ANCHOR' QUANTITY 7-13 INSTALLATION 14-15 13/16" NOM. GLASS STACK 1/8" HS GLASS 1/4".AIR SPACE 3/16" TP GLASS—\ 3/16" HS GLASS .090' PVB1 OR PVB2 INTERLAYER 1 /Y GLASS BITE PVB1 = .090" TROSIFOLer PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. withtlwiia Ausylu ExpinueaS Dote N. fkh PradaLtCuas� F) REORGANIZED SHEETS AND UPDATED TO FBC 2017, ADDED TABLE A & ALUM. SUBSTRATE. - JR • 04/10/17 re 0 0 1- O� J 0") OLLo Z tO w ova Z N 0 3 0100 ALUM. FRENCH DOOR &.SIDE LITES, LM dl!!J to J F w 0 tJ J (D 0 Z to w 0 Z 0NY.1YN1Y7`71,, NO. 58705 : * ATE F�••'!(/4`� ' S �`'7.s'ONAL ' ' , l" • /7t111111111 -"H vt 0 'ON 9MO 0) LL O yr- 7""'IS H z OIMS J 0 0 LL yds TIr : A. LYNN MILLER. P.E. P.E.# 58705 • • ••• • • • ••• •• •• • • • •• •• • • *II • •• •• • • • • •• •••• •. • .•. • • •• •• • • • • � • ••• • •• . DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME 'WIDTH FRAME HEIGHT 6-793/4" 7°- 4" 87 3/4" 913/4"• g 4 �76.0? -7E0 �76.0�6.0 3° 37 12)6° 71 3/4�5.0 -75 -75. .0 +75.01 -76.0 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 68-793/4" 7° - 83 3/4" 873/4'. 91 34' 8°-963/4" A 27 3/4" +75.01 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.8 -67.8 +64.2 -64.2 36 3/4" _ +75.01 -75.0 +74.9 -74.9 +70.4.1 -70. 66.6 -66.6 +63.1 -63.1 8. C, D OR E 36 3/4" +75.0' -75.0 +75.0 -75.0 +75.0) -75.0 +75.0 -75.0 +75.0 -75.0 FOR MAX. SIZES OF.COMBIRED UNITS, SEE SHEETS 10-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BU LDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE =+75 /-75 PSF OVERALL DESIGN PRESSURE =+75 /-75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE = +47.2 / -47.2 PSF OVERALL DESIGN PRESSURE _ +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF • DESIGN PRESSURE S FOR (JNREINEORCED DOORS, ALL GLASS TYPED • X FRAM# WIDTH XX FRAME WIDTH • • IP • FRAME HEIGNT • • • _ • 6° 79 3/4" � 7° - 833/4" 87�3/4" - • 1 91 3/4" • at 95 3/4" 2° 2512" 4° 473/4" +58.6 I -58.6• 1.65.44 g4 +5214; 152.4 +19.8 -49.8 d +47.4 -47.4, 271/2" _ 51 3/4" +54.9 -54.9 +51.8 -61.8 +49.01 -49.0 +48.6 I -46.5 +44.3 -44.3 291/2" 55 3/4" +517 i-51.7 +48.6 +48.1 I -48.1 _ .8.1 a44.8 + 6 -41.6 28 31 12" 5° 59 314" '+49 0 . -49,0 +46.2 .-488 -462 43f6♦ j .»i _4j 141.4 •++9.3 -39.3 28 3312" 54 63 314" +43.1,1 -43.1 +43.7 6-443,1 .416 1411.&) .39.31 39.3 +37:3 -37.3 3512" 67314" +38.1 1 -38,1 +33.1 •-3C1 :38. -8.'V +/7.5j IOU •H5.8 -35.6 3° 3712' 8° 71 3 4" +34.0 I -34.0 +34.0 -34.0 +34.0 I -34.0 +34.0 i -34.0 �34 ' DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH _ FRAME HEIGHT 68 - 79 3/4' 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" A' B, C,D ORE 103/4" +75.0 -75.0 +75.0 -75.0 +76.0 -76.0 +75.0 -75.0 +75.0 -76.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0. 19' +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 *61.9 -61.9 +59.0 -59.0 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 -471i` +44.7 -44.7 +42.6 -42.8 361/8" +352 -352 +36.2 -35.2 +35.21 35.2 +35.2 -36.2 +34.4 44.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 34.0 -34A FOR MAX SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH. (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR. DESIGN PRESSURE = +75 /-75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4"..SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE UTE DESIGN -PRESSURE = +34 / -34 PSF OVERALL DESIGN PRESSURE = +34 / -34 PSF EXAMPLE 6, (USING.TABLE 1): XX WITH GLASS TYPE A,. 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 /-75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX. )XO. OXX, OXO, OX(0), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR 'TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, )X), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/2") B. .• .. r .'HS) C. 7116" LAMI (3/16" A, .090 PVB, 3/16" HS) D "FiS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) •PRODUI: f itavISFD .atompiyIng "id the ilo/idr baulks%Code. Accepiecce W O Gov^ { Evil -Woo Dew 9 {71.122_ I�a/nRtAr �Ci+6ti `i - G) NO CHANGES THIS SHEET. - JR - 04/10/.17 0I00 DESIGN PRESSURES 'CN °MC 5- 0 N to r Z +00 2 J 0 +0r y„00 M��lcc ▪ * _ No.58705 ▪ -12 i� c •••.jQtORIDP•.•'•c « A. LYNN MILLER P.E. P.E.# 58705 • • ••• • •• •• • • • • • • • • • •• •• • • •• • ••• • •• • • • • •• ••• • • • • ••• • •• • • • •• • • • • • • ••• ••• ••• �• /---- \5 Co • • • EXTERIOR >INTERIOR 1401 � �� \ EXTERIOR •• ••• ••• ••• • ..I V INTERIOR U Ij/ �— •• •• •• •• ••• •••• •• • • • • • • • EA 64 AT HD/JAMB (3 \—_/ CLEAR -COLORED i 65 AT SILUJAMB SEALANT EXTERIOR INTERIOR - .. 62 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-1600 COPYRIGHT ®2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED sir. , ,.63 T MAX. X' MAX. SIDE DLO DLO .... LITE 62 HEIGHT FRAME HEIGHT130) Oa— (13 SL VIEW G-G LLa,,d CORNER ASSEMBLY :` >d� �s ` ••.,I�tF.1LY/yNM''',, .•VCEN$F' •%�0 - * , No. 58705 • V •, I.A. • "mac. s �w�, ',,�FSSrFt.ORIDP.•,G\`, os ,,, ONAL �E,- A. LYNN MILLER P.E. P.EY 58705 (40 61 40 � L i 1.489 • ` 11 /DOOR SECT. A -A SL:SECT. B-B' C 4-16,10> ' VERTICAL VERTICAL . • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• •• • • • • • • • ••• •• • • • • •• •• •• • •• • • .•. • • 000 • • • • • � ..• •• •• �T!: • •• • • • / • ••• • • MAX. 'XX' FRAME WIDTH • / • • • • • ••• • •, es 000 % ti • 0 • ••• • •cam • • • • • • • / P�� . - L' MAX. \ • ` DLO 'XX' SECT. C-C ] \... (44)HORIZ. 46) (45 5\) MAR. 'A rNAMt rrlulll r • Y SPACING, SAME AS —.- JAMB ANCHOR SPACING(67 )— (SEE SHEETS 7, 8 AND 9) SEE NOTE 3, ( 22 THIS SHEET \,_,i162i \ / / SL SECT. E-E HORIZ. (DOOR W/ SIDE LITE) 3/4" DLO MAX. SL FRAME WIDTH 'X' SECT. D-D MAX. _ DLO HORIZ. REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'X DOORS. MAX. SL FRAME WIDTH 1 MAX. DLO REINFORCEMENT NOT REQUIRED FOR STAND-ALONE '0' SIDE LITES. MAX. — DLO SL SECT. F-F HORIZ. (SINGLE SIDE LITE) 62 66 01)-/ REINFORCEMENT NOT REQUIRED FOR 32 STAND-ALONE 'XX DOORS. 0 INTERIOR EXTERIOR NOTES: 1) CLEAR OPENING FOR 'X' AND 30C, DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH - 5.648 'XX' DOOR = DOOR FRAME WIDTH / 2 - 4.07P HEIGHT DOOR FRAME HEIGHT - 3.250" 2) SIDE LITES OVERLAP X AND 'O(' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO'XXO','OX)C AND •OXXO' CONFlOURATKXJS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE UTE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. ITEM 22IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4,'SHEET 2, OR WITH STAND-ALONE '0', 'X' &'X C CONFIGURATIONS FROM TABLES 1 AND 2. PRODUC 18£VIS6P u wadli4.ri0 tbe floctla bonding Cog. Aace4Ia•ee No 17-0 2 • C ) Ei'iradoo Doir 2 &i 'Sl. L(I" G) NO CHANGES THIS SHEET. - JR- 04110/17 0 v O 4100 ALUM. FRENCH DOOR & SIDE LITES, LM aN.'L o 0 0 cc co z w (n z 0 0 w (n J zZ 0 0 vsa0 (7 .aa 0 U. 0 >+45 (n 0 lL sauag 5 5 1:4\*,S,NONo.A8YLN0EaN`1:I ii '_'``'�1GSi`t.i1I/////FOD0%'S O� �FT A.LYNN MILLER P.E. P.E # 58705 • • ••• • • • ••• •• •• • • • •• •• • • • • • •• •• • • • • • • • •• •••• ••• • •• •• • • • •• • • • ..• • • • • 0041 ITEM DWG a POT* DESCRIPTION 1 9438 60411 FRAME HEAD 2 1010 60300 WSTP.,04J1s/ .190 X.375 HOH 3 . 7070 67070K BULB WEATHERSTRIP .187 X.300HGH 4 955 7955X. FLUSHBOLTSTRIKEPLATE.. 5 938 7938X 2 PT. LOCK STRKEPLATE .. 6 B56 7956A FRAME HEAD STAKEPLATE BACKING PLATE 7 76:2X12FP)0' #842 X.500 PH. FL MS- S.S. W/SIUCONE PATCH 8 995 70995 GASKET(BEIWEEN THRESHOLD & FRAME JAMB) 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWINO THRESHOLD 12 1670 671670 __ . WSTP..350 RD FOAM FILL TSLOT (AMSBURY632011) 13 11004A 611004M OUTSWINO THRESHOLD CHANNEL COVER 14 11001A ' 411001A ACETAL SPACER .065 ® THRESHOLD, OPTIONAL 15 11002A 411002A ACETAL SPACER .095 (%J THRESHOLD. OPTIONAL 16 11003A 411003A ACETAL SPACER .140 (6 THRESHOLD. OPTIONAL 20 9150 80380 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP..OION .190 X.375 HIGH 22 6606 65608M REINFORCEMENT, 1.000 X2.750 X 0.650, 606143 23 1140 78X112PSATS #8 X 1.500 PH SO A T)S 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 1118 710)O4PFA #10 X.75D PH. FL. SMS 27 7070 07070K BULB WEA1F1ER51RP .187 X .300 HOH 30 91(3 6910 DOOR PANEL TOP & BOTTOM WAIL _. 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRM0 HNGE EXIRUSION 33 1178 71058FP W,B #I0 X.825 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 STRODA 516.16 THREADED ROD 36 8B0 7990NUTA 5/16.18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT. A8 X.75 PH. -FL. TEK 59 997 70997 GASKET (BETWEEN PANEL HEAD/SILL& PANEL STILES) 40 1023 67924G - WSTP.; .167 X .250 HIGH, FINSEAL 41 928 41720 - SUDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 78X12FPAW #a X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG 0NACBVE PNL) 44 9838 69&1 DOOR PANELAS1RAGAL 1 )OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 K)UTSW)NG) 46 1213 80200K WSTP.,0-LON .193 X.200 MOH 47 929. 74UBLOK LOCK SUPPORT ASSY. (41707 8 41708) 48 - 1139 7834E #5 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LACK ASSY. 50 6R160F5 RUBBER SLEEVE _ 51 930 41721 - • &TAKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STAKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STAKE PLATE 55 1116 710)04PFA #I0 X.750 PH FL SMS 60 9200 89200 =DELETE HEADER 61 921D 8921 SICELITE SILL 62 91138 60381. SIDEUTE JAMB 63 1155 - 781PGA" #6 X1.0004UAD PN. SMS 64 999 7998 HEAD GASKETS (STOCKING 970928) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M =ELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW -. 70 712653K SETTLING BLOCK, 3/32" X 1/4" X 1" W/PSA. 71 71267K SETTING BLOCK, 1/16' X 1/2' X 1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6968 BEAD. 3'8' 74 988 10 BEAD 92 986 649E6 BEAD, IN1EA0R 93 1224 811.247 - BULB, THICK (ABED 41 EXTRUDED BEAD) 04 GLAZING S)UCONE, COW 699 OR 983 95 GLASS, 3/6" LAMI - 1/6" A, .90 PVB, 3/10 HS 96 GLASS, 3/8" LAM! - 1/8' HS, .90 PVB. 3/16' HS 97 GLASS, 7/16' L.AA9 -33116" A, .90 PVB, 3/16" t8 98 GLASS, 7/16' tAA6 •3/16' HS, .90 PVB, 3/16" HS 102 11006A (41106A ACETAL SPACER.295 •, 111RESHOLD, OP110NAL 103 104 OFF -THE SHELF DEAD BOLT LOCK, MIN 1' THROW, OR STEEL OFF-DlE SHELF HAWKE/LATCH ASSEMBLY, LAIN 7/16' T/ROW, GR 3 STEEL TEMS # 17-19, 28, 29, 56-59, 68, 69, 75-79, 84-91 & 99-101 USED AND ARE NOT PART OF THIS APPROVAL. SILICONE • • • • STRUCTURAL • • • • • • • • PCLYISOBUTYLEN 114' NOM.. • • • • • • WITH DESICCANT \ KODiSP/et • • • • • 4SG TIPS EXT. GLASS ) STRUCTURAL SILICONE FOAM WITH DESICCANT OCT. GLASS BUTYL & DESICCANT FOAM EXT. GLASS POLYISO- BUTYLENE SEAL ROLL -FORMED �1 STAINLESS STEEL \ EXT. GLASS i (I� • `-INT. GLASS • HOT -MELT BUTYL —3/16" NOM. SUPER SPACER® NXTm INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM — DURASEAL® 'SPACER INT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGE TM SPACER INT. GLASS PartX Description 'Matadi, 80 Kommerlirg 4SG TIPS Space System 81 Overtax Super Spacer 41Xr Witt, Hot Melt Butyl Sea Ira Sheet '82' 0uane3L:ula5ealSpace Materials 83 Cardinal 7L Edge Spacer REFERENCE TEST REPORTS: FTL-8717. 8968 & 8970 �.1 411 l� kr] ACTIVE DOOR PANEL LOCK STILE 464 PRODUCE'WIMP aniumplylrao wilt gaped*, Aoceptartee„E 17_ouY•0l 6yLdisa We r`Zg lexa▪ tiedrhatibarteusid F) NO CHANGES THIS SHEET. -JR - 04/10/17 ao sv S O 0 a)00 W N W ❑ 07 a5 IY 0 0 S U Z W 78 0 Q Y Cn O 8 to Z W 2 �.10 BOM AND SPACER DETAILS •0ea0 In 0 on 000 LI- N )aa45 H Z 1 0 LL 0a5 AA,it IIIII/ /7 •0r! CENSNM/� ": ▪ * : No. 58705 -313 Oe�. S TE F is ORMDP..A'G\= ` /%S,ONAL ///r/11.1ILLA�1 A. LYNN MILLER, P.E. P.E.# 58705 • . ..• • . • ••• .• •• •• . • •• •. • • •• • •• •• •• ••• . • . • • ••. • •• • • • • •• •• • • • . .•• . •. • • • .•• • 4.000 ( 01 1.750. DOOR PANEL TOP & BOTTOM RAIL 6063-T5 4.100 (31 FILLER HEAD ADAPTER 6063-T6 RA FME HEAD t 1 ' 6063-T6 .050. .079 1.489 3.000 OUTSWING THRESHOLD 6063-T6 _ 4.675 4.675 4 DOOR PANEL INTERIOR ASTRAGAL 44 6063-T5 —�- 1.750—� 4. 00 DOOR PANEL SIDE RAIL 6063-T5 TRUSS CLAMP 6063-T5 "� SL HEADER (60/ 6063-T6 .050 3/16" GLAZING BEAD 6063-T5 f-Th SL SILL ( 611 6063-T6 • •.• ••• .d.750._ • •• •• • • . • • • • • • • • • • • • ••• •• -1.480 • • • • •.. ••• • •. • ••. r ••••i•• • • • •1 • • • • •• T. • • • Imoqt. 01 • DOOR PANEL 145 ! EXTERIOR ASTRAGAL 6063-T5 i \ 5/8 GLAZING BEAD 1761 6063-T5 5.212 .830 .050 - l h. .050 DOORFRAME 20 JAMB 6063-T6 -4— 1,576-4.•- -�-1 .890 i- 2.980 0SL JAMB ADAPTER 6063-T6 37 .050 250— WEATHER STRIP CHANNEL 6063-T5 (02) HINGE 6063-T5 .050 i� h"�•172 .050 3.000 '�3 �. IG 1 1.092 GLAZING SL JAMB ( 6063-T5 BEAD 6063-T6 13) .504 -(� H [ U U .380 .055---�If�� OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.750 1 .650 --►�25 \ TUBE MULL (�/ 6063-T5 —r 1.000 rRODUCCREv111111 et ihte ewdn the Melds tsaiiNwe ea de Acceptance No •d ti.G Expiratles Date L -2 !Whew▪ ' AM tCooke! F) NO CHANGES THIS SHEET. - JR - 04/10/17 eV 0 alo0 ALUM. FRENCH DOOR & SIDE LITES, LM 0 0 0) z W AGa z 0 0 W ow 440 LL 0 rn o>s J 0 .1P1 •o5a0 saua5 `•\‘4QNY `P+.. ocENSF' No. 58705 �0,�'• STA ��'�:S'0NAL tENG` A. LYNN MILLER. P.E. P.E# 58705 • • ••• • • • ••• •• •• • • • •• •• • • • • • •• •• • • • • • • • • ••• •• • • • •• •• •• • •• • . • . • •• • • • • •• • • TABLE 5: X DOORS, ALL GLASS TYPES ANCHOR TYPE & 2, 3, WOOD 1,2, CONC SUBSTRATE 3 ALUM LOAD ZONES X- JAMB 'A" b X- JAMB"A" X - HEAD/SILL "C' MAX MAx a FRAME FRAME HEIGHT 25.50 79.75 5 2 4 2 83.75 5 2 4 2 87.75 5 2 4 2 91.75 5 2 4 2 95.75 6 2 4 2 27.50 79.75 5 2 4 2 83.75 5 2 4 2 87.75 5 2 4 2 91.75 6 2 4 2 95.75 6 2 4 I 29.50 79.75 5 2 4 2 83.75 5 2 4 2 87.75 6 2 4 2 91.75 6 2 4 2 95.75 6 2 4 2 31.50 79.75 5 2 4 2 83.75 6 2 4 2 87.75 6 2 4 2 91.75 .6 2 4 2 95.75 7 2 4 2 33.50 79.75 ` 6 3 4 3 83.75 6 3 4 3 87.75 6 3 4 3 5 7 3 4 3 95.75 7 3 C7175.7N s 35,50 6 3 3 3 6 3 d '87.75 6 3 4 3 91.75 7 3 4 3 95.75 7 3 4 3 ....- �37.59� 79.75 6 3 " 4- 3 83.7 6 3C4 3� 87.75 7 3 4� 91.75 7 3, 4 3 95.75 7 3 4 3 6" MAX 20-7/8' MAX. O.C. 13-1/4" MAX. 23-1/8„ MAX. O.C. TYP. DIMENSIONS OF SINGLE DOOR, X 40' (TYP.) • • •• •• • • • • • • • • • • • • 95-3/4- MAX. FRAME HEIGHT • • • ••• •• • •• • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • •• • • • •• • • • NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY, BE LEFT OR RIGHT-HANDED. 3) SPACING AS FOLLOWS (4" MIN. O.C. JAMBS (ALL): 13-1/4• MAX FROM CORNERS AND 23-18" MAX O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7B" MAX O.C. •• • • • s 3 • • • • • • • ' ArP • ZONE'C' I SILL ZONE "C' 4) FOR SIZES u 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. JAMB ZONE "A" Design Pressure See Sheet 2, Table 1 1RODUC fkEVISeo ar9!•P46e with tic Roma ditia Code Acceitswe t7-4 Soo.41 �+1'Me1L. Detc-Se P >s yo aw• 7ori Cadre( F) NEW SHEET COMBINING SIZE ELEVATIONS. ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10'17 0 O ama ALUM. FRENCH DOOR & SIDE LITES, LM Y N 0 CO O 0 z w 0) 4 W C3 X -a N O O 2810 LL 0 1••4s z a,aa5 2 J 0 LL a'm ',ran SaceS 1111,,,,,, <.16 oN� LY Nb�C * ; No.58705 Cr Z FS OR1D•, ,{:4111:1E; �,,,,,ONAL 11 A. LYNN MILLER, P.E. P.E.0 58705 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • ••• • • • • •• •• • • • . . • • • 0** • • • • 000 • XX DOORS, ALL GLASS TYPES .ANCHOR TYPE & 2, 3, WOOD 1 2 CONC SUBSTRATE 3 ALUM LOAD ZONES XX - JAMB "A" XX - HEAD/SILL °D" XX- JAMB'A" XX - HEAD/SILL °D" MAX' MAX DOOR FRAME FRAME HEIGHT' WIDTH 47.75 79.75 4 3 4 ': 2 83.75 5 4 4 " 2 87.75 .5 4 4 2 91.75 5 4 4 2 95.75 5 4 4 2 51.75 79.75 5 4 4 2 83.75 5 4 4 2 87.75 5 4 4 2 91.75 5 4 4 2 95.75 6 4 4 3 55.75 79.75 5. 4 4 2 83.75 5 4 4 2 87,75 5 4 4 '2 91.75: 6 4 '4 3 95.75 6 4 4 3 59.75 79.75 5 5 4 2 83.75 5 5 4 .2 87.75 6 5 4 3 91.75 6 5 4 '3 95.75 6 5 4 3 63.75 79.75 5 5 4 2 83.75 6 5 4 3 87.75 6 5 4 3 91.75 .4 .3, 95.75 �%' 6 .4 3 67.75 79.75 6 5 4 3 83.75 6 5 4 3 87.75 6 ' 5 4 3 91.75' 7 6 4 33 95.75 7 6 4 3 71.75 79.75 6 5 4 3 83.75 6 5 4 3 87.75 6 5 -4 3 91.75 7 6 4 3 95.75 7 6 4 1 3 • • • ••• •• • •• • • • • • • • • • ••• • • • • • • • ••• • ••• • NOTES: •• • • ••. ••• •• • • • •.• •s1 SE. SI EEt1 jOR VR.:SS AND ANCHOR TYPE DESCRIPTIONS. • • • $ S MAY • BE LEFT Oi RIGHT-HANDED. 23-iB' • � • •• •- • ••• •• MAX. E.L. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOW S (4' MIN. O.C.. FOR CONCRETE, 4' MIN. O.C. FOR CMU): 85-3/4' JAMBS (ALL):-13-1/4' MAX. FROM CORNERS AND 23.1/8" MAX. O.C. MAX. HEAD & SILL OF DOORS: MAX. FROM CORNERS, 9' MAX FROM FRAME ASTRAGAL CENTERS AND 20-70 MAX. O.C. HEIGHT - - - Design' Pressure See Sheet2, Table 1 „ 3 71-3/4' MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION X X HEAD ZONED" Ly. MAX. ZONE "0' X )( X X )(/.\x w x z / 91-3/4' t, \ HEAD / \ y / \ X O.C. JAMB ZONE "A' \ / \ / \ / \ / \ / \ / 13-114' ;t\ /x x x x )I( 20.7/8' 9' 8' MAX. SILL MAX. SILL ZONES' tttttt ZONE 'D" .63-3/4' LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE 4) FOR SIZES NOT .SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 83-3/4' WIDE X 01-3/4' HIGH DOUBLE DOOR, ANCHOR TYPE 3 INTO WOOD DESIGN PRESSURE =+75 /-75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL © HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X = DENOTESt ANCHOR LOCATION. PROPVC f RZVfAt9 aka •ii• she Fled& kremlin e w 1 `AaeµeacaM.) 01G1-•ol EapkairOete I9A IZ2. 11�� , . l UT'. �.-y.-• Mw. sedr7rpsi Cea•nl .a n F) NEW SHEET COMBINING SIZE `. ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 64/10/17 w 2 0 h OA J J O Z LL CO uJ US8 ~ Z O> _. oZg N 0 0 0 aloe "2 0 O (n Z W •to XX DETAILS 0 'ON 9140 0 CO hays co Z -J 0 LL OSaO SI:i9 * No.58705 Lt- 97p7E OF r lV:: %�s'•.F.ORIOP.•. co /,.S!0NAL E?.t. A. LYPN MILLER. P.E. P.E.# 58705 • . .•• • . • ••• .• •. • • •• . •• •• • • • • •• • •• ••• • • . •. •.•. • • • • • •• • • . • • .•• • • • • ••• • LE 7: 0 SIDELITE, ALL GLASS TYPES ANCHOR TYPE & 2, 3, WOOD 1 2' CONC SUB STRATE 3 AL1R LOAD ZONES 0 -JAMB "B" _I 0 - HEAD/SILL"E" 0 - JAMB "B" 0 - HEAD/SILL "E" MAX MAX SIDE LITE FRAME FRAME HEIGHT WIDTH 10.75 79.75, 4 1 4 1 83.75 4 1 4 1 87.75 4 1 4 1 91.75 :4 1 4 1 95.75 4 1 4 1 12.75 79.75 4 2 4 2 83.75 4 2 4 2' 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 19.00 79.75 4 2 4 2 63.75 4 ` .2 4 2 87.75 4 I 2 4 2 91.75 4 2 4 2 95.75 4 1 2 4 2 21.75 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 : 2 4 2 91.75 5 i 2 4 2 95.75 5 2 4 2 27.75 79.75 5 : 2 4 2 83.75 5 I 2 4 2 87.75 5 i 2 4 2 91.75 6 : 2 4 2 95.75 6 i 2 4 2 36.13 79.75 6 I 3 4 3 83.75 6 I 3 4 3 87.75 7 I 3 4 3 91.75 7 I 3 4 3 95.75 7 1.3 4 3 36.75 79.75 6 1 3 4 3 83.75 6 3' 4. 3 87.75 7 3 4 3 91.75 7 I 3 4 3 95.75 7 I 3 4 3 • • • • • ••• •• •• •• • •• • • • • • • • • • • • • • ••• • • • • • • • • ••• ••• ••• • ••• • •• • • • •• ••• •• • • • • • • • • • • • • • • •�i€iD • • ,�•-ZONE "E" 1 95-3/4' MAX. FRAME HEIGHT 36-3/4" MAX. SIDE UTE FRAME WIDT1r TYP. ELEVATION OF SINGLE SIDELITE, 0 JAMB ZONE "B" SILL ZONE "E" JAMB ZONE "8" LOAD ZONES FOR SINGLE SIDELITE, 0 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN.O.C. FOR CONCRETE, 4" MIN.O.C. FOR CMU): JAMBS (ALL): 13.1/4" MAX FROM CORNERS AND 23-1/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24 3/4' MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. Design Pressure See Sheol 2, Table 2 MIOW(f REVIEW es ampylq vhE Nr Fled& b 'Magi as 17-0505L•C! Eaplk.fw (law 22 Ytr1'. Ao• 'roRl,c1ftaY4 F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 LU 0 Ocv J O z LL c OU ao z OZV, N a1a0 0 DETAILS 0 In 0 aN 7MG LL O co =N1 "SOO sauas '� r'• 1.10ENSF ", ' No.58705 •• �'''SS'ONA . fcNG�`• ////Il11111� A. LYNN MII I FR, P E. P.E.o 58705 • • ••• • • • ••• •• •• •• • • •• •• •• • •• • • • • •• • • • • •• •• • ••• •• • • •• •• • • • • • ••• • • • • ••• • • XO & OX, ALL. GLASS TYPES ANCHOR TYPE 8 2. 3, WOOD 3 ALUM 1,2.'.CONC SUBSTRATE LOAD ZONES [0 - HEAD/SILL "E" X - HEAD/SILL "D' 0 -JAMB "B" w X - HEAD/SILL "D" J MAX MAXX m < _ SIDE LITE DOOR MAX mm� m 6 m FRAME FRAME FRAMEHEIGHT ai 4 r WIDTH WIDTH O x. O x 10.75 25.50 79.75 4 2 3 5 4 2 2 4 83.75. 4 2 4 5 4 2 2 4 87.75 4 12 4 5 4 2 '2 4 91.75 4, 2 4 -5 4 2 2 4 95.75 4 2 4 6 4 2 2 4 12.75 27.50 79.75 4 2 4 .5 4 2 2 4 83.75 4 2 4 5 4 2 2 4 87.75 4 2 4 5 4 2 2 4 91.75 4 2 4 6 4 2. 2 4 95.75 4 2 4 '. 6 4 2- 3 4 19.00 29.50 79.75 4 3 4 5 4 2: 2 4 83.75 4, 3 4' 5 4 2 2 4 87.75 4 3 4 6 4 2 2 4 91.75 4 f 3 4. 6 4 2 3 4 95.75 4 3 4 6 4 2 3 4 21.75 31.50 79.75 4 3 5' 5 4 2 2 4 83.75 4 3 5 6 4 2 2 4 87.75 4 3 5 6 4 2 3 4 91.75 5 3 5 6 4 2 3 4 95.75 5 3 5 7 4 2 3 4 27.75 33.50 79.75 5 3 5 6 4 2 2 4 83.75 5 3 5 6 4 2 3 4 87.75 5 3 5 6 4 2 3 4 91.75 6 3 5 7 4 3 3 4 95.75 6 3 6 7 4 3 3 4 36.13 35.50 79.75 6 4 5 6 4 3 3 4 83.75 6 4 5 6 4 3 3 4 87.75 7 5 5 6ci '4 (;) 3 4 91.75 7 5 6 7 3 4 95.75 7 5 .6 7 4 3' 3 4 36.75 37.50 • 79.75 6 4 5 6 4 3 3 4 83.75 6 4 5 6 4 3 4 87.75 7 5 5 7 4 3,fv3i(4) �3 91.75 7 5 6 7 4 3. 3 95.75 7 5 6 7 4 3 3 4 ANCHOR QUANTDES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 20-7/8• MAX. O.C. 6" MAX. L 23-1/8" MAX. O.C. L 13-1/4" MAX. 37-1/2" MAX. DOOR FRAME WIDTH__ JAMB ZONE "A" MAX. •• • • 9' MAX -� .4., I+ SEE TABLES 14. \ I J %REINF13RCEMLM � \ \ REQUIR!Ni•EN1•S. I •• • • 84-3/8' M MAX DLO / /% / / 4 24-9/16" / MAX. DLO 73-1/2" MAX: DOOR+ SIDE LITE FRAME WIDTH • • • •• • • • I • • • • isI/S MAX. • • ••• •• • • • • • • • • ••• • NOTES: • •• ••• • • • • • • • •. •. ••• 95.3/4" MAX. FRAME HEIGHT 363/4" MAX SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) HEAD ZONE "D• HEAD ZONE "E" 9' MAX. - 8'MAX. �. .c x x (Gx x \ • • • • X X / • / / x <x I-- 20-7/8" 9' MAX. SILL ZONE "D" -X 1( 1-+ 6' MAX. t 243/4" SILL ZONE "E' MB ZONE'B" X tr- 6' MAX. LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE (OX SIMILAR) Design Pressure Reinforced: See Sheet $ Tables 1 -& 2 Unreinfofced: See Sheet 2, Tel les 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE • tESCRIPTIONS. • z) DOORS MAY BE LEFT OR RIG -ff-HA ED. • • a 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. 0.C. FOR CONCRETE. 4" MIN:O.C. FOR CMU): JAMBS (ALL): 13-1/4"MAX. FROM CORNERS AND 23-1 /8' MAX O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS 9• MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX 0.C. HEAD & SILL OF SIDE LRES: 6" MAX. FROM CORNERS AND 24314' MAX. O.C. 4) FOR SIZES NOT SHOWN; ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE UTE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: XO WITH GLASS TYPE B. 36• X 84' SINGLE DOOR WITH 38' X 84' WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE = .75 /-75 PSF Ir;L;Ct' 514 61141* 0-41 • 17 dSDV•o3i t.,cotairN•_ t'f:l:/ib 'Gj'_ DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS © DOOR JAMB 3 ANCHORS @ DOOR PANEL at HEAD 3 ANCHORS © DOOR PANEL 4 SILL 4 ANCHORS ® SIDE LITE JAMB 3 ANCHORS A SIDE LITE @ HEAD 3 ANCHORS 0 SIDE LITE © SILL 0 SEE CIRCLED VALUES ON TABLE 8. x = DENOTES ANCHOR LOCATION. F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/1W17 a 0 i•] W ALUM. FRENCH DOOR & SIDE LITES. LM Y co re z Z ,re 'Ara 0 XO & OX DETAILS ON 0140 tL O co Z J O LL a/l!I •>sa0 Sauas A. LYNN MILLER, P E. P.E.k 587135 • . .•• • . . ••• •• •• • . . •• •• . • • • • . • •• • • • • •. • • • • • •• • • • • • • ... . • . • • ... OXO; ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3' WUMOOD 3 AL 1,2. CONC LOAD ZONES - JAMB "B' O - HEAD/SILL "E" i. W LL J m J J J MAX MAX'X MAX pa� SIDE LITE FRAME DOOR FRAME FRAME = '1 2 W� WDTM HEIGHT X O O 10.75 25.50 79.75 4 2 7 4 2 3 83.75 4 2 7 4 2 3 87.75 4 +2 7 4 2 3 91.75 4 2 7 4 1 2 3 95.75 4 2 7,. 4 2 3 12.75 27.50 79.75 4 2 7 4 2 3 83.75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 5 95.75 4 2 7 4 2 5 19.00 29.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 3 87.75 4 3 8 4 2 5 91.75 4 3 1 8 4 2 5 95.75 4 3 i 8 4 2 5 21.75 31.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 5 87.75 4 3 8 4 2 5 91.75 5 3 8 4 2 5 95.75 5 3 10 4 2 5 27.75 33.50 79.75 5 3 8 4 2 3 83.75 513 8 4 2 5 87.75 5 3 8 4 2 5 91.75 6)3 10 4 .3 5 95.75 6 3 10 4 3 5 36.13 35.50 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 8 4 3 5 91.75 7 5 10 4 3 5 95.75 7 5 10 4 3 5 36.75 37.50 79.75 '6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 10 4 3 5 91.75 7' 5 10 4 3 5 95.75 7 j 5 10 4 3 5 ANCHOR QUANTITIES FOR THE D DETERMINED INDEPENDENTLY. 6" MAX. 23.11B' MAX. O.C. kt- 20-7/8' MAX. O.C. 1_... 6" MAX. { I 363/4" MAX SIDE LITE FRAME WIDTH • --0- • ►--•6• MAX. • • •• • • • a• • 8•MA •• -• • •• • •'• • . ' • • • • • 13-1/4' MAX. --Ti• •• • • • • •• • • • • • • ••• •• \ 84.ir6" MAX DLO \ 4/ \ 24-9/16". MAX. DLO\ 37-1/2' MAX DOOR FRAME WIDTH 109-1/2' MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXO. CONFIGURATION )NOT AVAILABLE WITH REINFORCEMENT) HEAD HEAD y HEAD y ZONE 'E' ZONE "F' ZONE"E" ao z s _m , / \, / / \ / / / \ / \ // \ \ 1 .... SILL c- NI SILL WINF'E" LOAD ZONES FOR OXO CONFIGURATION JAMB ZONE'B 95-3/4" MAX FRAME HEIGHT Design Pressure Reinforced: WA Wveinbrced: See Sheet 2. Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. 0.C. FOR CONCRETE. 4 MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 231/8' MAX. O.C. -- HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS. 9", MAX. FROM ASTRAGAL CENTERS AND 20-7/6" MAX O.C. HEAD & SILL OF SIDE LTTES: 6' MAX. FROM CORNERS AND 24-3/4' MAX. O.C. 4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14&15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. ▪ Ct*EV n* Nktt 6t F171lf AaepHee Nr %7-O f� O 1 E44,14.• Dote L. I sl,_. 1 sa,w 5hdt s F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 . N 0 0 atep h re w .(e OXO DETAILS 01 mead 0 O '0N `58 1 to 0 7aa45 Z alox 0 '4// ',tap apOS ``11\ll' 1111 •N` ANY 1• �`�` �.c,.NS... No. 58705 • '77S1ONAL •1E��`. A. LYNN MILLER, P.E. P.E.8 58705 • • ••• • • • ••• •• •• • • • •• • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • XXO & OXX, ALL GLASS TYPES ANCHOR TYPE &SUBSTRATE 2, 3' WOOD 3 ALUM 1,2, CONC LOAD ZONES O - JAMB "B" O - HEAD/SILL "E' 1XX - HEAD/SILL "D" XX - HEAD/SILL"F" O - HEAD/SILL "E" XX - JAMB "A" IXX - HEAD/SILL"D" L Q 05 MAX MAX ')O< ki., m m coa. SIDE UTE FRAME DOOR FRAME FRAME a, < s WIDTH WIDTH Q 10.75 47.75 79.75 4 2 4 3 6 4 2 4 2 3 83.75 4 2 5 •4 7 4 2 4 2 3 87.75 4 2 5 4 7 4 2 4 2 3 91.75 4 2 5 4 7 4 2 4 2 3 95.75 4 2 '5 4' 7 4 2 4 2 3 12.75 51.75 79.75 4 2' 5 4 7 4 2 4 2 3 83.75 - 4 2 5 4 7 4 2 4 2 3 87.75 4 2 5 4. 7 4 2 4 2 3 91.75 4 2 '5 4'' 7 4 2 .4 2 3 95.75 4 2 6 4' 7 4 :2 4 3 5 19.00 55.75 79.75 4 3 .5 4 7 4 2 4 2 3 83.75 4 3 5 4 7 4 2 4 2 3 87.75 4 3 5 4 7 4 2 4 2 3 91.75 4 3 6 4 7 4 2 4 3 5 95.75 4 3 6 4 8 4 '2 4 3 5 21.75 59.75 79.75 4 3 5 5 8 4 2 4 2 3 83.75 4 3 5 5 8 4 2 4 2 3 87.75 4 3 ,6 5 8 4 2 4 3 5' 91.75 5 3 6 5 8 4 2 4 3, 5 95.75 5 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 5 3 5 5 8 4 2 4 2 3 83.75 5 3 6 5 8 4 2' 4 3 5 87.75 5 3 6 5 8 4 2 4 3 5 91.75 6 3 6. 5 8. 4 3 4 '3 5 95.75 6, 3 7 6 10 4 3 4 3 5 36.13 67.75 79.75 6 4 6 5 8 4 3 4 3, 5 83.75 6 4 6, 5 8 4 3 4 3 5 '87.75 7 5 8 5 8' 4 3 4 3 ., 5 91.75 7 5 7 6 10 4 3 4 '3 1 5 95.75 7 5 7 6 10 4 3 4 -3 1 5 36.75 71.75 79.75 6 4 6 5 '8 4 3 4 3 I 5 83.75 6 4 6 5 -9 4 3 4 3 1 5 87.75 7 5 6 5 '.9 4 3 4 3 15 91.75 7 5 7 6 10 4 13 4 3' 5 95.75 7 5 7 5 10 4 3 '4 3 I 5 ANCHOR QUANTITIES FOR THE D DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. 0" MAX. L 23-1/8- MAX.,O.C. JAMB ZONE "A' 9' MAX. -+-•-+--• • • • ..• 1 "•• • • • • • • • • • • • • • MAY• • • • 243/4' MAX. O.C. •• r • ••• • • te-A,Ar .. ••• • V • • I ••• 11 ' 1i 1111=1111LIMM=Ill •• •• • • •• • • • • • 68E•(ABlL61.4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 6' MAX. 71-3/4' MAX. DOOR FRAME WIDTH. 107-3/4" MAX DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION (OXX SIMILAR) Design Pressure ReIntreed: See Sheet 2, Tables 1 & 2 Unr•in(orced: See Sheet 2, Tables 3 & 4 23-118' MAX. DLO 95-3/4" MAX. FRAME HEIGHT 36-3/4" MAX. SIDE UTE FRAME WIDTH n nuw ZONE "0' nv.v ZONE 'F" ZONE'S" " / \/ \ / / / / \ \ \ / / n / \ \ \ ./ \ \ \ \ \ / / / i // \/ / m w ni S SILL -r.-.nir •n. SILL 7n1IC "e" SILL 7f11,1F'F' LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASFD ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4' MIN. 0.C. FOR CMU): JAMBS (ALL ):.13-1/4".MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6- MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE UTE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. ,NODDCr1i6Yrmm Aaepl➢.e. N• 17-0 S.U. Q ' &pled. Date -twii DM, Product C.•Yd F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. -JR- 04/10/17 0 0 a1OC ALUM. FRENCH DOOR & SIDE LITES, LM Y 0 /7 Z W 4.0.10 J u1 XoX X. O X •asap nay 0 0 oN JM0 LL 0 N. 1aa45 worms J 0 U- sauas • • ••• • • • ••• •• •. • • . • •• •• • • • • • •• • • . • . •.• • • • • • •. •• . • • • • • •. ..• • •• •• • • ••• OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2' 3' WOOD 3 ALUM 1.2, CONC . LOAD ZONES O-JAMB"B- to j' V � •'JAMB'B" 0 - I- EAD/SILL'E" IXX - HEAD/SILL "F W', N MAX MAX 'XX SIDE LITE DOOR MAX a w FRAME FRAME FRAME ;(emu x WIDTH 'WIDTH HEIGHT O X 10.75 47.75 79.75 4 2 6 4 2 3 83.75 4.2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 3 12.75 51.75 79.75 4 2 7 4 2 3 83.75 4 2 7 4 2 .3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 5 19.00 55.75 79.75 4 3 7 4 2 3 83.75 4 3 7 4 2 3 87.75 4 3 7 4 2 3 91.75 4 3 7 4 2 5 95.75 4 3 8 4 2 5 21.75 59.75 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 3 87.75 4 3 8 4 2 5 91.75 5 3 8 4 2 5 95.75 5 3 8 .4 2 5 27.75 63.75 79.75 5 3 t 8 4 2 3 83.75 5 3 8 4 2 5 87.75 5 318 4 2 5 91.75 6 3 8 4 3 5 95.75 6 3 i 10 4 '3 5 36.13 67.75 79.75 ' 6 .4 : 8 4 3 5 83.75 6 418 4 3 5 87.75 7 5 I 8 4 3 5 91.75 7 5110 4 3 5 95.75 7 5 110 4 3 5 36.75 71.75 ' 79.75 6 4 1 8 4 3 5 83.75 6 419 4 3 5 87.75 7 519 4 .3' 5 91.75 7 5 10 4. 3 95.75 7 5 10 4J 31 5 ANCHOR QUANTITIES FOR THE DOOR AND S DE LITE TO BE DETERMINED INDEPENDENTLY. 8" • •• -.-- 9" MAX. --•-{ B •• " MAX C • ��Is• - r_. 1) 444 Max. o.c. •• _. • • • •, • ion■ famimilw--rimiesmipmummin 95--; MA FRA HEI< N. \�\ ••,6• A N • / • t 1 .I r II .I ••• •• BL8 • :we TA6 1-4, ' SHEET 2 FOR •' EWFORCEOENT �ttitsnEN1ENTS. / 84-318" MAX. DLO 1U ' i1. / / / / / // /� /'/ \ J \ ^ I ' IIMAX 33-5/8' DLO r � 111 I 24-9118\ 4 MAX. DLO\ --,I � �,� slIth 36-3/4' MAX. SIDE LITE FRAME WIDTH 143.3/4' MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION ZONE °E° ZONE'F" ZONE'F" )( X ZONE'F X • T 1 23-118" 1 ro w o X X )< rt X ). 11 X X/\X / / / / / r \ `. \ x \ \ / r 1< )( \ \ \ \ / / :( xX X xxI , IAX. xr I..i- _." MAX. SILL�"'1 x�i x x x'''( ILA- I I -' Yam"20.718"6"MAX. { 'SILL x MAX. Ix 243/4' �'1 SILL ZONE'E' ZONE "F" S S,ILL"�, ZONE-'E" LOAD ZONES FOR OXXO CONFIGURAT ON & ANCHORAGE LAYOUT USED IN EXAMPLE 4" ME X. ME :HT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreiniorced: See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU):. . JAMBS (ALL):13.1/4" MAX FROM CORNERS AND 23-118" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 243/4" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5)FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE UTE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE UTE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED: EXAMPLE. OXXO WITH GLASS TYPE B, 713/4' WIDE X 95-3/4' HIGH DOUBLE DOOR WITH (2) 363/4' X 95.3/4" SIDE UTES, ANCHOR TYPE 21NTO CONCRETE. DESIGN PRESSURE • +34 134 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS a EACH SIDE UTE JAMB 5 ANCHORS EACH DOOR PANEL CI HEAD 5 ANCHORS EACH DOOR PANEL ® SILL 3 ANCHORS EACH SIDE LITE ® HEAD 3 ANCHORS EACH SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 11. X = DENOTES ANCHOR LOCATION. M 4•Nplp}& MI6 tit plaids A4mq...eeeNNo (7-oi0'i• 0 Ei� M..Dr. - .2g 1.22 1. F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 r aloa ALUM. FRENCH DOOR & SIDE LITES, LM 2 0 co 0) Z W U.op OXXO DETAILS 0 0 ONO U. 0 M co L- asap gay 1 oN...7- NN,� , Q•r• P * No. 58705 21r ,f' , 'ONAL' NG A. LYNN MILLER. RE. P.EJI 68705 • • ••• • • • • • • •• •• •• • • •• •• • • • • • •• • • • • • • ••• • • • • • •• •• • •• •• • • . • • • • • •• •• • • • • • EDGE DISTANCE 2X WOOD BUCK, NOTE EMBEDMENT DOOR HEAD (WOOD) EMBEDMENT 114" MAX. SHIM — STAGGERED ANCHORS 2X WOOD BUCK, NOTE 1 DOOR JAMB (WOOD) 1/4" MAX. SHIM SEE TABLE A, SHEET 1 EDGE DISTANCE 1/4" MAX. SHIM EMBEDMENT '2X WOOD EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) EDGE SEE TABLE DISTANCE A, SHEET 1 1X WOOD BUCK, NOTE 1 i• • • • • • •• • • • • • • EMBEDMEF T • • • • • • • • • • • *EDGE DISTANCE • • • • • • • • • • 1/4" MAX. SHIM •• •• • •• ••• •• • SSE TAMS, A,SAEE,1 • • •• • •• • • • • • • • • •• DOOR HEAD (CONC) EMBEDMENT 1/4" MAX. SHIM STAGGERED ANCHORS SEE TABLE A, SHEET 1 .h1111111111illt WW1.. EDGE DISTANCE SEE TABLE A, SHEET 1 1x WOOD BUCK NOIE1 DOOR JAMB (CONC) —SEE TABLE A, SHEET 1 DOOR SILL (CONC) SEE TABLE A, SHEET 1 1/4" MAX SHIM SEE TABLE A. SHEET 1 DOOR HEAD (ALUMINUM) 1/4" MAX. SHIM STAGGERED ANCHORS SEE TABLE A. SHEET 1 EDGE DISTANCE DOOR JAMB (ALUMINUM) —SEE TABLE A, SHEET 1 ,-1/4" MAX SHIM SEE TABLE A. SHEET 1 EDGE DISTANCE DOOR SILL (ALUMINUM) 1. 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). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS W000; 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTIS AND WOOD SUBSTRATE, OR AS APPROVED BY THE. AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR I ? 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) V PRODUCt RSYIRTO as essaPMog milt the Raids Rodin at AtorppseeN• L-0 '.0 ) Earirales Dom .k ea.•: Ib* Md,ce C•111# A F) CLARIFIED DETAILS, ADDED ALUMINUM. - JR -04/10/17 LV 0 =1oa 0 O D: 1n 2 w 1.1e10/a (. —J w 0 J t. .aa 0 0 'ON OM° u- O /aa,g in r 2 aiopg 2 J 0 6 LL a111 �sel7 .as s\% NLYN N '‘N9•••''�iCENS '., %33041 .*�'sS;'ONALEG'�* 1:s 'No. 58705 vt_ i�'., ORIP,.••, I? A. LYNN MILLER. P.E. P.E# 58705 • • ••• • • • • • • •• •• •• • •• • •• •• • • • • • • •• •• •• • • •• • • •• •••• •• •• •• . • • •• •• •• •• •• • • • • • • • •• •• • • • • • 2XWOE BUCK,NOTE 1 1 EDGE DISTANCE EMBEDMENT 1/4' MASHIM SEE TABLEX. A. SHEET 1 SIDE LITE HEAD (WOOD) 1/4" MAX. SHIM 2X WOOD BUCK, NOTE 1 SIDE LITE JAMB (WOOD) SEE TABLE -+{ If -EDGE DISTANCE A, SHEET 1- IX WOOD BUCK. NOTE 1 • • •• • EMBEDMENT• • • • • • • • 1/4' MAX. SHIM • • • •• • • • •• • • • • • • ••• • • • SNEI IiLE• • • • • • • • A.:114 : • ••• • • • • • • • • • •• SIDE LITE HEAD (CONC) EMBEDMENT EMBEDMENT 1/4" MAX SHIM TEDGEDISTANCE SEE TABLE A, SHEET 1 EDGE DISTANCE SEE TABLE A, SHEET 1 -1/4- MAX. SHIM EMBEDMENT 2X WOOD BUCK, NOTE 1 SIDE LITE SILL (WOOD) SEE TABLE A, SHEET 1 IX WOOD BUCK, NOTE 1 SIDE LITE JAMB (CONC) 1X WOOD BUCK. NOTE 1—N. SEE TABLE_ A, SHEET 1 EDGE DISTANCE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 1/4' MAX. SHIM EMBEDMENT EDGE DISTANCE SIDE LITE SILL (CONC) EDGE DISTANCE SEE TABLE SHEET 1 114" MAX. SHIM SEE TABLE A SHEET1 SIDE LITE HEAD (ALUMINUM) 1/4" MAX. SHIM SEE TABLE /' A, SHEET 1 11111C !EDGE DISTANCE AWL SEE TABLE A, SHEET 1 SIDE LITE JAMB (ALUMINUM) SEE TABLE A, SHEET 1 1/4" MAX SHIM SEE TABLE /1-A, SHEET 1 EDGE DISTANCE SIDE LITE SILL (ALUMINUM) 1. 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). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE; OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) H10I1.1C I IS MO as rookies with at nada Ur:we•n N•IN '7-O)U't,CI bEt@k••••Oiinen/2t,,Z62.Z%Uri DWI Rnawd Gabel F)CLARIFIED DETAILS, ADDED ALUMINUM..-. JR - 04/10/17 0 0 e1C0 tin w w 0 05' lY 0 8 S 0 Z w a co 0 N 0 N Z w • m8U 'Add ui 0 0 10 u- O u1 N Z ClODS U- w alll -sac uuas `1111111111/// , �, : No. 58705 (CAS'•.;°<OROP..•' �\_�` �,, S CINAL ENG. '1.'II111I11111 A. L YNN MILLER, P.E. P.EI 58705 PRODUCT APPROVAL NUMBER: NOA #17-0411.06 OPENING IDENTIFICATIONS: 2. HS 3. HS 4. HS 5. HS 6. HS 7. HS 8. HS 10. HS 11. HS 18. HS 19. HS 21. HS 23. HS • • • • •• • . • •• • • •• • • •••• • • • • •••• • • . • •• •• •••• • • • • • • • • • • • • • • • • •• •• • . • • • • •• 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. - DESCRIPTION: Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal 1Z.oliler. Window, Impact' , sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepar ny r$anufitteier,.signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade ggrinty Prgduct,Controo Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • .••• • •..• .•• LABELING: Each unit shall bear a permanent label with the manufacturer's name Qr logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approdecj", unless otherwiss noted herein. • • • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been1?led•and tlid'rt.ha's 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# 16-0714.13 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 Jorge M. Plasencia, P.E. MIAMI DADE COUNTY / V/ APPROVED 81ZsI"JI NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 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 H dated 03/24/17, 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 Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.13) • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2X)1-9; • 2) Cyclic Wind Pressure Loading per FBC, TA' 20'3-94 • along with marked -up drawings and installation diagram of ara.MKaluminum horizontal sliding window, prepared by Fenestration Testing LoraIory,1c jest Report No. FTL-5330, dated 07/18/07, signed and sealed by CAMS S. Ridnda, P.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 13er FKC TAS 20.2-94 3) Water Resistance Test, per FBC, TAS 20214 ••• • ..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 Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) . • • E-1 • • • . . orge M. Plasencia, P.E. Pro - et Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 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 Edmund() Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTMsE1300-09 • • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resour(RER). . • • • . . •• • • • • • •••• • . . • . • • • E. MATERIAL CERTIFICATIONS • • •'•. • 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "T•IFs3tv1® U�tjlear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, ex.2iry.Zg on 07/0S/19. •• • F. STATEMENTS • • 1. Statement letter of conformance, complying with FBC-5th Edition (2011jcf FBC- 6th Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) rge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. 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) 6. 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 Edmundo Largaespada, F.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series " HR-710" Aluminum Horizontal Rolling Window— L.M.I., approved on,09/01/16 and expiring on 12/21/21. • • • . . .. • . • • • • . • .... • • . .... . . . . . :• ..•.. .... .. • • '. • . • • • • ▪ • ... ... . orge M. Plasencia, P.E. Pr9 uct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 • • •• .• • • . • • • • • • •.. . • . ••. • • •• • . • .. • • •. •• • ••• •••. •• • • • . • •. •. • ..• • •. •• • • • • • •GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTALROLLER FLANGEDI.ND INTEGRAL FU"J WINDOW • •. - - - --- - •• •• •• • •• • 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). • • • •• • • • • • A 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER. • •; : •• • !• • • B. 6/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRS 1G 1 ENE, CLASS IN417d A .04 PVB IpIr�8�2LI YER. C. 5/16" LAMI CONSISTING OF (2) UTES 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. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER (�7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH A .09Q" PVB INTElCAZ'E} . • • • • • • • • • (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 • • • �v 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 3/113" ANNEALED (MIN.) GLASS, 5118" OR 3/8" AIR SPACE AND 5/16, �AI {IOI�SIS1'�lG Or (12LP�E.011;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 3/18" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/18" 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 3116" ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER L. 13/16" LAMI 1G: (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 8) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTMS 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 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 ULTRACON NOA'S ANSI/AF&PA NDS 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 TEMPERED I.G. GLASS CAP: BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. _ IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE SHEETS Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C, Distance Min. Etribedmentor Metal Thickness A #12, Steel SMS (Gr. 5). (min. of 3 threads beyond metal substrate) All Southern Pine (SG • 0.55) 9/16" A8" 15/8" 8083-T5 Aluminum 3/8" 9/18" 1/8" A38 Steel or Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) 91„...., 1/4' Elco UltreCbr Jamb �I , g y� r i�ay t'�' 1:1/4" All Concrete (min. 2.85 kid) 1' 4" 1�14" 410 SS Elco CreteFlex ® All Southern Pine (5G n 0.55) (SGa55)v1/4' t" 1" 1-3/8' C 1/4' 410 SS Edo CreteFfex ® Jamb Hotfow Block, (ASTM C90) 2-1/7 8" 1-1/4" All Concrete (min.'3.35 kel) 2-1/7 4" 1.3/4' TABLE 2: Uakdal Min. Fr Min. F. 8 e01 SCMW 02 ksi 120 kJ! Elco U treCce ® 166 kW 177 K51 410 88 Elco CteteFtex 11+ 127.4 kel 189.7 kel 863345 Aluminum 10 kel 22 kw - 0063-T8 Aluminum -25 kal 30 ket .A3e stnei 36 kel 58 kei Gr. 39 Steel Stud '33 ket 45 Ks! 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LEIER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES/STANDARDS USED' .2017 FLORIDA DUO -DING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E130009 •ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100.12 •A!SC 980-10 - NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS _ 2 ELEVATIONS - 3 VERT. SECTIONS 4 HORIZ SECTIONS 4 CORNER DETAIL 4 PARTS LIST 5 EXTRUSIONS 6 INSTALLATION. 7 DESIGN PRESSURES 8 ANCHOR QUANTITY 9-11 PRODUCT REVISED a. complying with the Florida Binding Colo NOA-No. _ _17-0411.06 Expiration Date 12/21/2021 By MiamFD� uct Control 1 3/24/17: NEW LAYOUT, SHEET REORGANIZATION, UPDATED ANCHOR QUANTITY PER FBC 2017, CHANGED ANCHOR TYPES 0 OHO 2 to re N 7 "RC A. LYNN MLLU PE P.E#58705 x 7/1Q, 0 N CAW • . .. • . • . • .. .. . • • • • • • • . • •• •. •• • • • • . . ••• • • • • •. •. . •• •• • • ••• • •• •• • • • • • 1/2' NOM. GLASS BITE 1.'8' ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 11B' ANNEALED OR HEAT STRENGTHENED GLASS 5h8' NOM. 5/16" LAMINATED GLASS EXTERIOR INTERIOR (ALL SECTIONS) 1/8' ANNEALED DR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 6/I8' LAMINATED S/16' OR 3/8' AIR SPACE 118" OR 3/18" ANNEALED OR TEMPERED GLASS • . . . ... •. .• .. •• .. . . •• •• • • • • • . • •.• • • • • • • SILICONE ••• ••• ••• • ••• STRUCTURAL STRUCTURAL \� SILICONE POLY{so8urritae8 ,�/1 'LW NOM. FOAM i C _•" i< !� W mi • • • • • W DESI . • fESICCANT • • • • • • • • • • • • • • 6CT. • • 41* 3/18' ANNEALED OR HEATSTRAIGTIIENL4 GSSS• • • • AWN PVB INTERLAYER • • • • • • • • 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16 LAMINATED 7/16 LAMINATED GLASS GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090' PVB, 1/8" A) 8.5/16"LAMI -(1/8"A..090 PVB, 1/8"HS) C. 5/18' LAMI -(1/8" HS,.090" PVB, 1/8' HS) D. 7/16" LAMI - (3/16" A,.090" PVB, 3/16' A) E. 7/16" LAMI - (3/18' A,•090' PVB, 3/16" HS) e7/16" LAMI - (3/16 HS,.090" PVB, 3/16" HS) G 13/16' LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMS .13/16" LAMI IG - 1/8" OR 3/16" A'(MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI 13/16" LAMI 10 - 1/8' OR 3/16' A (MIN.), 5/16' OR 3/8" SPACE, 5/16" LAMI - (J)13/16' LAMI 10 - 1/8' OR 3/16" A(MIN.), 3/16' OR 1/4' SPACE, 7/16" LAMI - �TC 13/16" LAMI 1G - 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. 7/18" LAMI FOR INSTALLATION IN THE HVHZ ABOVE 30 Fr, GLASS TYPES - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED., "PVB' = KURARAY TROSIFOL• PVB INTERLAYER 1/2" NOM. GLASS BITE 3/18"APNEAIED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 1/1C OK 1M AR SPACE 1/8' OR 3116' ANNEALED OR TEMPERED GLASS - (1/8" A,.090' PVB, 1/8" A) - (1/8" A,.090" PVB, 1/8" HS) (1/8° HS,.090" PVB, 1/8" HS) (3/16' A,.090" PVB, 3/16" A) -. (3/16" A,.090°, 3/16" HS) - (3/16" HS,.090", 3/16" HS) • • EXT. GLASS INT, GLASS KODISPACE 4SG TPS HOT -MELT BUTYL 3/18' NOM. INT. GLASS SUPER SPACER®NXTTM ALUMINUM REINFORCEMENT Pq.a DESICCANT FILL AREA BUTYL NEE \ .—5'16"NOM. I�Ir�i�—SILICONESEAL DURASEAL® 'L'" SPACER ROLL -FORMED STAINLESS STEEL XL EDGE' SPACER INT. r1l Ass Part# Description 'Material 85 Komrnellir 4SG TPS Spacer System See tiSheet $ r Materials Mate 88 Quanex Super Spacer nXr with Hot Melt Butyl 87 Quanex Duraseel Spacer 88 Cardinal XL Edge Spacer 'REFERENCE TEST 1409"U Z/S: FILH3/7 /, tlWB a 81i7D PRODUCT REVISED as complying with the Florida Building Code NOA-to17-0411.06 Expiration Date 12/21 /2021 ey -- N1athl -D Product Control 3/24117: NEW SHEET 0 h E4 C7 .811 0 v O N MVP co 0 r re x Gar rs0 LYNN #„,• No. 58705 ittittt'-‘ A. LYNN MILLER P.E. P.EL58705 • • ••• • • • ••• • • •• • • • • • •• • • • • •• • • • • • • • • •• •••• • • •• • • •• •• • •• • • • • • 000 • • • • 000 IPA" 27 3/6" MAX. DLO VENT 54 5/16" MAX DLO FIXED 110' MAX. WIDTH I.F. FRAME 111' MAX. WIDTH FLANGE FRAME 57 3/8' MAX. DLO ALL FIXED LITES DETAIL B - XOX (1/4-1/2-1/4) 33 9/16" MAX DLO FIXED _ 33 9/16" MAX. DLO VENT 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. • • • • 27 3/8' • • •• •• •• MAX. DM. -+ • • • • • • V>< T • • • • ••• • e • • • ••• • • • •• •• • • 1 • • • 6 • • • • • • • • • • • • •• ••• •• • • • • • • • • • •• • • •• • • • 63" MAX. FLANGE FRAME ALL CONFIG. 73" MAX. WIDTH I.F. FRAME 74' MAX. WIDTH FLANGE FRAME DETAIL A OX OR XO • • ••',• •• • 27 3/8' MAX. DLO FIXED L 85 7/16" MAX. WIDTH I.F. FRAME-- ►� l-86 7116' MAX. WIDTH FLANGE FRAME DETAIL C-.XOX .(1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) 6 i 1 D PRODUCT REVISED as complying with the Flortda Building Cod. NOA-No, 17-0411.06 Expiration Date 12/21 /2021 `oduct Control 1 3/24/17: NO CFUNGES THIS SHEET. 'a 8 h . In w Mika 0, z W 0 0 zz 0 2 •tu .3403 reSS `\1`Slllit l/l, %•,zN wEHNN..4 * No.58705 ‘. (Sill! Nl,t1 A. LYNN MILLER P.E. P.E,# 2A7t5 • • ••• . • • ••• .. • . •• • . . •• • • • • •• •• •• • • • •• • • •• •.•• •. . •• • • •• •• • •• •• • • • • 060 • • • . 000 EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX FIXED DLO O 0 Q 0 INTERIOR SECTION C-C INTERIOR 0 Zi •• • • • • • • • • • • • • • • • ri • •• • • • MAX VENT DLO EXTERIOR INTERIOR �— MAX. FIXED DLO ----I ^" MAX. WIDTH (FLANGE FRAME) ® SECTION 6-6 MAX. VENT.DLO (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 32 37 J co 7 r MAX. FIXED DLO —4 — MAX. VENT DLO MAX. WIDTH (LF. FRAME) EXTERIOR SECTION A -A. (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) 0 iiiiptgit"'�I o . EXTERIOR 1—I. 1 INTERIOR (VERTICAL SECTION, FLANGE FRAME) m 11 SILL (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) co HEAD 0 CD PRODUCT REVISED as complying with the Florida Building Code NoA-No. 17-0411.06 Expiration Date 12/21/2021 By Elam roduct Control 1 3/24/17: NO CHANGES THIS SHEET. 2 w O 1n IA i•.it! a N v LL 0 •wr z AWS CC X 8000 • . ... . . . ... .. .• • • .• . •• .• . • • • . •. •. •. • • . . •. • . •• ..• •. . •. • . •• •. . •. •• •. • . ..• . •• •. • • •. . HEM DWG, REV DFSCRIP1TO:Y MAIL PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI IIFTC UP) 6063-T5 AL ' 612244 3 '0/8 X 3/4 PH. PAN HEAD 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-TEAL 64137 8 4131 ROLLER TRACK 6063-T6AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CFILFOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAINFRAMESIILJOINT 74134W/K 15 1155 #8 X 1.000QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063-T5AL 64110G 17 4054 B FIXED MEETING RAIL 6063HD-TEAL 64054A 19 - 4066 W STP.,.I87 X.230, FIN SEAL 64066' 21 4105 SASH TOP& BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,.250 X.270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSING& GUIDE 42112BD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHI2 .. 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-TEAL 64006 33 1235 WSTP., I70 X.270 BACK, FIN SEAL 67S160 35 1096 SWEEPLATCH DIE-CAST 71096 36 1016 48 X .625 PH. FL SMS 7858 , 37 4126 SASH SIDERAIL 6063-T5 AL 64126 38 1683 W STP',.ZS0 X 270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078"C'LORR 41 4139 LF. FRAME BEAD 6063-T6AL 64139 42 4140 I.F. FRAME SIIL 6063-T6 AL 64140 43 4141 LF. FRAME JAMB - 6063-T6 AL 64141 50 GLAZING SILICONE., DOW 791, 899, 995 ORCE7700 51 122A VINYL QAZINGBEADBUIBcrimp 6IP247W,K 52. 1225 VINYL C3AZINGBEAD BULB (IIIIN) 61P2481C. 53 4039 B CI AZINGBEAD-5116' 6063-TS AL 64039B 54 4044 B C3AZINGBEAD-S'16" W/CJUILKIT 6063-T5AL 644703 55 4222 A CIAZINGBEAD-7/16" 6063-T5AL 64222 56 985 C CiAZINGBPAn-7/16" W/GULLKIT 6063-T5AL 6985 59 4067 GLAZING BEAD - 13/16' 6063-T5 AL 64067 60 CLASS, 5/16' LAMI (U8' A, .090PVB, VW A) 61 5/16' LAMI (I/8" A, .090 PVB, 118" HS) 62 5/16' Law cur HS, .090 PVB, 1/8" HS) 63 " 7/16`LAMI (3/16" A, .090PVB, 3/16" A) 64 " 7/16' IAMI(3/16" A,.090PVB,'3/16' HS) 65 " 7/16'LAMI (3/16'HS, .090PVB,3/16'HS) Mli 66 pWG51E'I • • DPscRIPRION.. • I MATT. I PC1W 4LTASS, 113/16" j.AA1 G J 'A WIW.). l$'AIR SP21tE,1'16" LAMI (1/8"A, .090PVB, I/8"A) 67 . " :3/16" IAMPIG-L/ A IN.), NO A066PA[ , 5/16" LAMI (1/8"A,.090 PVB,1/8"HS) 68.. r' . 83id6" LAWJAWS"A IN.), 31C AL'ACE, site LAMI (1/8"HS, .090 PVB,1/8"ILS) 69 " 13/16" LAMI IG3/16'A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (118"A, .090 PVB, Y8"A) • 70 13/16" LAMI IG3/16"A (MIN.), 5/16' AIRSPACE, 5/16' LAM1(1/8"A, .090 PVB,1/8"HS) 71 "• • 131,16"JAMVVG3/16"A (Mg1 116" AIRSPACE, 5/16" LAMI (1/8"HS,.090PVB, 1/8"BS) 13116"4AIKII&I/IPA/.KIY.).1/4"pfRIPACE.7/16"LAMI(3/16"A,.090PV13,3/16"A). LAMI (3/16'A,.090PVB,3/16"HS) 114"'AIRSPACE,7/16'LAMI(3/16"I1S,.090PVB,3/16"HS) 137161 AMMG•3/t6".IW.,3/1814.IR SPAS 7/16" LAMI (3116`A, .090PVB, 3/16•A) 72 •' "e.13Z1s""3.AM.10•1It'etMilt1/4"AP.SPACE,7/16" " •13•16"ILAM1Ii1•-1/iA 73 74 75 • I" 76 13/16' LAMIIG-3/16"A (MIN.),3/16" AIRSPACE, 7/16' LAMI (3/16"A;.090PVB,3/1GHS) 77 13/16" LAMI1G3/16"A (MIN:), 3/16" AIRSPACE, 7/16" IAMI (3/16"HS, .090 PVB, 3/16'HS) 90 1014 SCREEN FRAME (HOR.&VE.) 3105-H14AL 91 1630 SCREEN CORNER REM/RINGS POLYPROP. 92 1631 SCREEN CORNER REYWORT RINGS - POLYPROP. 93 1073 SCREEN SPRING STSr• 94 1624 SCREEN SPLINE- .135 DIA. FOAM PM PVC 95 1635 SCREEN SPLINE - .135 DIA. RARD 3MPVC 96 SCREEN CLOTH 2.784 = r�.06Z 1.988 -- I.F. FRAME JAMB #4141, 6063-T6 2.624 JUL. 41 I.F. FRAME HEAD #4139, 6063-T6 .062 9.152 L___ 2.710 --� .F. FRAME SILL #4140, 6063-76 PRODUCT REVISED as complying with the Florida Building Code toe -No. 17-0411.06 Expiration Date 12/21/2021 g1 Miami-D Product Control 1 324/17: CIIANOED GLAZING SILICONE. R� 8 N 0 w 6 DAM eat s8 MONO ceri No. 58705 '•. ,*; 33 if 43' . A. LYNN MILLER, P.E. P.E8513707 • • ••. . • • ••• .• •. • • .• . •. •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • • • • • • • • • • • • • • • 1. 73 2.710 1 FLANGE FRAME HEAD #4102A, 6063-T6 .490 rI�-t.a5r -1 O SASH STOP #4025, 6063-T5 21 SASH TOP & BOTTOM RAIL #4105,6063-T5 .�� .678 54 GLAZING BEAD, 5/16" #404413, 6063-T5 (USED W/ GRILL KIT) 73 .4}377 1 O HORIZ. ROLLER TRACK #4131,'6063-T6 2.710 FLANGE FRAME SILL #44136, 6063-T6' 2 -1 1.081 32 SASH MTG. RAIL #4006D, 6063HS-TB .678 1.096 T 55 GLAZING BEAD 7/16" #4222A,6063-T5 • • • • .•• •. •• •• • •• • • • • • • • • • • • • • • • • • • • • • • I.•. • • •• • • • • • • • • • •• O FRAME SILL ADAPTER #4137, 6063-T6 k1.403-may 17 FIXED MEETING RAIL #4054B, 6063/ T6 SASH SIDE RAIL #4126,, 6063-T5 .050— 1.115 0 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) .678 b.513 l I .738 1,443 O SASH STOP COVER #4053, 6063-T5 .13 FLANGE FRAME JAMB #4002A, 0063-T6 678 1.096-{---i D 53 GLAZING BEA O , 5/16" #40396.6063-T5 .683 TT1;097 59 GLAZING BEAD, 13/16" /J4067,6063-T6 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 litsplratioo oat• 12/21/2021 Dy Miami -Da roduct Control 1 324/l7: NO CHANGES THIS SHEET. N+0 0 FE y O Z' w UMW 2 ssa ro co Z etleC 0 9.D �t i Y .LY58705lViy �''•. *.�.�. Md 1-7giTT-- 7.,,,,l,9„I'•.�u i•.:!20atDR•.••/‘,402r,i�ONAIt��` A. LYNN MILLER P.E. P E158706 • • • • • • • • • • • •• •• • • • •• •• • • • • • • •• •• • • • •• • • •• ••• •• • •• • • • • • •• •• •• • •• • • • • •• • • • • • • SEE ANCHOR TABLE. SHEET 1 Ix WOOD BUCK, NOTE 1 SEE ANCHOR TABLE, SHEET 1 1 /4" MAX. —.- SHIM SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 • SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR' TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 TYPICAL,FLANGE FRAME HEAD SECTIONS 1 318" MIN. SEE ANCHOR • TABLE. SHEET 1 1/4" MAX SHIM -1 I SEE ANCHOR TABLE, SHEET 1 2x WOQTEi• BU1318i • • 6: • • • • • • • • NOT NOt • • Mpm,1.• WOOU BUIr PEl'ICTCp IN IRE SECTIONS ON THIS PAGE AS 1x ARE BUCKS • • • • • WHOSL TOTAL 1PHICKNE98 IS LESS :THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNITt MQ BE INSTALLEMRESTLY 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 • HpVINi JURI,VICTRI. • • • • • • • • • • • 2 F A/E METAL THE METAL STRUCTURAL MEMBER SHALL BE OF A • SiZEJOQR NINEFF!• O LL{SUPP(RTTOTHEWINDOWFRAMESIMILARTOTHATSHOWN • IIf THESE DINTAtS NOR.2x IMOD BUCKS. DETAIL B 2x WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1_ DETAIL E I\ ETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR) TABLE, SHEET 1 1/4" MAX SHIM SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE. SHEET 1 DETAIL C 2x WOOD BUCK, NOTE 1 TYPICAL FLANGE FRAME SILL SECTIONS SEE ANCHOR TABLE, SHEET 1 1 • SEE ANCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1- 1/4" MAX. SHIM 1 3/8" MIN. 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WI H OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4. 0.131" DIA. MIN. X 2 1/2" NAIL AT CORNERS ANDS O.C. TYPICAL DETAILS G, H & I. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR EXTERIOR INTERIOR r> (HEA & SILL DETAILS A, B, C, D, & H) SEE NOTE 4 • SEE ANCHOR TABLE; SHEET 1 2-1/2" MIN, EMBED SEE NOTE 4 2-1/2" MIN. EMBEDMENT DETAIL H (HEAD) 2-1/2" MIN. EMBED 5/8 MIN. EDGE .5/8" MiN. EDGE SEE NOTE 4 DETAIL G (SILL) DETAIL I'(JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCT REVISED as complylny with th• Florida Building Lode NOA-No. 17-0411.06 Expiration DD.ttaa 12/21/2021 Mlam ��ifP--� EN • Product Control 1 32417: REVISED NOTES TO COMPLY WRN NEW ANCHORAGE ADDED NOTE 4. a ••D N Z -Wwee a w u-J 0 ZZU 0 LL. 0 ti IMAM TOP o, 2 NIL oNO a1•g ```\tti111H * LYNN No.58705 4. ATE * /,„ /ONALEN I�`�� A LYNN MILLER. P.E. PE / 58705 • • ••• • • • ••• •• • •• •• • •• • •• • • • • • •• •• • • • • • ••• •• • •• • • •• •• • • •• • • • • • • • • • • • • • • TABLE 5: Maxtrnum Design Pressure, DP (pal) XO or OX OarNl Orelaa on l p. Width 14.1674 A, B, G. ti C, D, E, F, I. J. K. L 37" .76.01-75.0 .75.0 / -75.0 46• .75.01.75.0 +75.0/75.0 53-1/8' +75.0 / -750 .75.0 / -75.0 60- 26' +75.01-750 +75.0 / -75.0 66• +75.0I.75.0 +75.0 /.75.0 72" -.75.0/-750 •75.0/75.0 74' .76.0 /-75.0 .750 / -750 . 97. +75.0 / 75.0 +75.01.75.0 45' +75.0/75.0 •75.0/ -75.0 53-1/6' +75.0 / 75.0 +75.0 / -75.0 60' 35" +75.0 r 75.0 +75.0 / 75.0 56' *75.0/-75.0 +75.0/ 75.0 72' +75.0 / -75.0 .7E0 / -75.0 -'7, - +75.0 / 75.0 +75.0 / -76A 37' " +75.0/75.0 +75.0/ -75.0 Ar +7E0/7$.0 +75.0/ 75.0 1 +75A! 75.• +75.0/-75. - :,0. +76.0/-75.0 66' +75.0 / 7E0. +75.0 / -75.0 72' +75.0 /-75.0 +75.0/ -75.0 74' *75.0/-750 +75.0/.-76.0 37" .75.0/-75.0 +76.0! 75.0 48• +75.0 / 75.0 +76.0 / -75.0 511/C .75.01-75.0 .75.0 / -75.0 60' 46' +75.0 / 75.0 +75A! -75.0 68- +75.0 /-75.0 +75D / 75.0 - 72' .750/-7E0 +75.0/,-75.0 ' +75.0 / 75.0 +75.0 /-75.0 • +75.0 I-75A- +76.0/ -76.0 46• + - .0 +75.0/75.0 46 y .73.0(J75.0 .75.0/ 75.0 - 504/6' •+ 0 / -7 .75A / -75A 66' .75.0 / -75.0 +75.0 / -75D 77 +75.0 / -75.0 +75.0/ 75.0 74 .75.0/-75.0 +7E0/76.0 37' +75.0 / 75.0 *75.0 / 75.0 '45' .75.0 / -75.0 +75.0 / -75.0 53.1/8' *75.0 / -75 0 +75.0 / -750 60' 54 +75.01-75.0 +75A1750 68" +76.0 / -750 *75.0 / -750 .77 +75.0 / -75.0 +750 / 75.0 74 +750/-75.0 +75.0175.0 R• +750l -75.0 +75.0 / 750 .. 48' +75.0176.0 +75.0 / 75.0 53-1/6'. +75.0 / 75.0 •75.0 / -75.0 i1C-_ 60' *75.0!75.0 *75.0/-75.0 65' *74.2 / -74.2 .75.0175.0 72" +69.6 / 49.6 *75.0/ -75.0 74' A6.1/-BBC +75.0/75.0 37" .75.0/-75.0 +75.0/ 75.0 45 ' M' ' \l .75.0 /-75.0 +75.0 / -75.0 &1/ +75.0 /-76, =' +750 / -75.0 60'- 63" *75 .0 +750 / -75.0 64 * 7 .7501.76.0 \ / +63.6! 43 +75.0 / -75.0 74 74" �v/ +63.6/438 +76.0/-75.0 FOR ANCHORAGE SEE SHEET 9. TABLE 6: Mar-ImutnDeslgn Pressure, DP (psi) XOX,1/3 •..113 -113 Cheat Width 09548 Hight Mies Woe A,B,C,G,H,'1 D, E, F, J,KL 46' 53.1/8• 60' 66' 74 64 s6an6" 26' +60.0140.0 +75.0! 76.0 +60.0 / -60.0 +75.0 / -75.0 +80.0140.0 +75.0 /-750 +80.0180.0 +75.0 /-76.0 480.0 / 40.0 +750/750 +80.0 / 60.0 +76.0/-76.0 +80.01.8 .0 +75.0I75.0 48' 53.1/B' 80' 06' 74' 64' 887/15' 36' + 50.0/60.0 +75.0/ 75.0 +80.0 / 40.0 +75.0 / -75.0 .60.0 / 40.0 +76.0! 75.0 +00.0/60.0 +75.0 / 76.0 +80.0/40.0 +76.0/-76.0 +600140.0 +75.0 / 75.0 +00.0 / 60.0 +75.0/-75.0 48' 53-1/5" 1117 68' 74' 44' 383/8' +B0.0I400 +75.0 / -76.0 +80.0/4 .0 +75.0/-75.0 *80.0/60.0 +75.0/ 76.0 . 0.0 / 60.0 +75.0/75.0 + 00.0140.0 +75.0/-75.0 +60.0I40.0 *76.0 / -76.0 +00.0 / 400 +75.0 /-75A 48' 53-1/8' 50' 6C 74• 54' 65-7/10' 48' .60.0 / 40.0 +75.0/ 75.0 .60.0/40.0 *76.0J -75.0 +60.0 / 40.0 +75.0 / 75.0 . 80.0 / 40.0 +7E0775D +80.0/40.0 +75.0 / -75.0 +M0 / 40A +75.0/-75.0 +170.0/40.0 *75.0 / -75.0 48' 53•1/8' 60' er 74' M, 86.7/16• 60.51e' 030.01430.0 .75.0/75D +60.0 / 60.0 .75.0/-75.0 .60.0/-50.0 +76.0 / 75.0 .80.0/.60.0 +75.0/-75D .60.0 / 40.0 .75.0/-75.0 480.0 / 40.0 +75.0! 75.0 +60.0/40.0 +75.0 / -75.0 46- 53-1/8' 60' 68' 74' 84 56-711r 54' *80.0 / -80.0 +750 / -75.0 +80.0 / 40.0 + 75.0/ 75.0 +60.42/ 40.0 +75.0 / 75.0 .80.0/ 40.0 +75.0/-76.0 +80.0/40.0 +75.0/ -750 4404140.0 ♦75.0/-75A +80.0 / 450 +75.0/ -76.0 Oar 03.1/8• 00 06' 74" 64' 86-7116• &7 +80.0 / 60.0 +75.0/ 45.0 .50.0/6a.0 +75.0 / 75.0 *80.0/40.0 +75.0 / 75.0 .60.0/-00.0'. +75A / -75.0 .50.0/40.0 *75.0 / -75.0 +80.0/60.0 +75.0/-75.0 480.0/60.0 +75.0/-75.0 4C S!-1/B' 50' 86' 64 8667/18' 63" .80.0 / 40.0 .75.0 / -75.0 *80.0/40A +75.0 / -75.0 460.0 / 40.0 +75.01.75.0 +80.0/40.0 + 75.0 / -75.0 +60.0 / 40.0 *750 / 75.0 +60.0 /-80.0 + 750 /-75.0 +60.0 / 410.0 +75.0 / -75.0 FOR ANCHORAGE SEE SHEET 10. TABLE 7: Maxinwm Design Prsssu/p, ••. Xe1/4-1r2.111 DPI(ps1) • •• • Glai/'4rPa:, R I +60.61430.0 • a - D, f. F, J, K L +16.01 7561 Deal VWdth Dank WWI : A, Ol, 0, H 63.1/8' - - • +60.P/110.0 60' +00.0/-600 +610140.0 +750/-75.0' 74' +800! 40.0 +80.01.80.0 +76.0 /-75.0 84' +60.0/4110 +00.0/-00.0 +75.0/-75.0 ' es' �, eau n60.06 480.0/ 40.00 ..76.0 4744 1083/0" - +60.010300 +610.0 MOLD +66.0 11•75.0 tas• 15 MITT 6D +.o moos +16.0 AAA1/1" +t 0! e0( 4o/•40.tr g/•60.it 4775.0 $75.0 *00e-7 Q 63.118' - A a BOA tout. O' *610/40.0 80.0/6 70.0 +50 0 74• +600 / 400 .+8001430.0 +750 / 75.0 54' +800 /-00.0 +60.0 / 430.0 +7 Sa / 75.0 •08' 460/40.0 +600/40.0 +750/75.0 106315 +60.0/400 +00.0/400 +75.0/ 75.0 Or *60.0/40D +000/ 40.0 +75.0/ 75.0 111' +60.0/-60.0 +80.0/60.0 +75.0/-75.0 611/6' .600/600 +60.0140.0 +75.0/-75.0 .+400/400 +60.0/60.0 +750/-750 74' +800/60.0 46001-000 +75.0175.0 84 +600/60.0 480.0160.0 +75.0/-75.0 OW 393/B• +430.0140.0 "+60.0140.0 +75.0/75.0 1053/' +50.0140.0 +60.0 / 40.0 *750 / 75.0 10B' +80.0 / 60.0 +60.0 / 60.0 +750 / 76.0 111' _. +800/40.0 460.0/4.0 +750/75.0 53-1/6' +680 / 60.0 +80.0 / 60.0 +75.0 /-75.0 80' +60.0/430.0 480.0/40.0 +750/75.0 74' +60.0/40D +60.0/40.0 *75.01-75.0 64' .+600/40.0 *750/-76.0 06' - 48"+600/-600 +60.0 / 400 +60.0/ 40.0 +750/ 75.0 106.15 ' +850/600 '+80.0/-60.0 +700/ 75.0 1013• +60.0/430.0. +80.0/60.0 +750/ 75.0 111' +80.0 / 40.0 46Q0140.0 +75.0 / -75.0 53-118' - +80.0/410 *600140.0 ,*75.01-75.0 60' +600 / 400 +810 / -80 0 +750175.0 74' +800 / 40.0 4800 / 400 '.760/ 45.0 847 504/8' +80.0 / 400 +600/ 40.0 .15.01-75.0 60'+60.0/ 40.0 460.0/ 60.0 +750/ 75.0 106318' +800/60.0 *608/60.0 *75.0/-750 108' +640/800 +800/40.0 +750/ 75A 111' - .80.0 / 40.0 +600 / 40.0 +75.0 / -75.0 611/8' +600 / 40.0 .60.0 / 400 +750 / 750 BP +60.0/40.0 4600/460 +750/75.0 74 +WA/4.0 +600/60.0 +750/.75.0 84 - ,4-+60.0/-000 +80.0 / 40.0 +600 / 400 +750 / 75.0 - a6' +000/40.0 +75.0/-75.0 1063/8' +60.0/40.0 +800/600 +750/76.0 WV +60.0l40.0 +600/400 +750/-75.0 111 +50.8 / 455 *80.0 / 400 A+76.01 78.0 53.1/8' +800 / 40.0 +600 /400 +750 / 75.0 80' '. .00.0/600 +00.0/6 .0 +75D/ 75D .60.0/400 .0.0/400 +760/46.0 64' 80"460.0 / 40.0 +600 / -80.0 +76.0 / 75.0 86' +58.5/ 58.6 +60A / 40.0 .750 / -76.0 10850 .55.2/ 66.2 +60.0/400 +75A/ 75.0 106' *54.5/44.0 +00.0/40.0 +750/ -75.0 111' +53.8143.8 +60.0/40.0 +7501-75.0 511/0' +00.0 / 60.0 +60.0 /-80.0 +75.01.75.0 00r +600/ 60.0 +600 / 40.0 +75.01.76.0 74' 460.0 / 400 .80D / 400 +75D / .75.0 84' '�• +60.0/40.0 +00.0/40.0 +75.01.75.0 .OB' +136.2/66.2 .600/-00.0 +750/.76.0 108,918' +523 / 52.3 +80.0 /40.0 +75.0 / -75.0 +51.7141.7 +600/40.0 111' +509I40.9 +600/40. +7501.75.0 FL7R7 NCHORAGE SEE SHEET 11. GLASS TYPES^ • • TL 5/18 LAMI - (1/8' A,.090" PVB, 1/8" A) • a. 5/16' LAMI - (1/8" A,.090" PVB, 1/8• HS) • • C. 5/16" LAMI - (1/8',HS,.090' PVB, 1/8' HS) • • D. 7/16" LAMI - (3/16" A,.090' PVB, 3/16' A) E. 7/16' LAMI - (3/16' A,.090" PVB, 3116' HS) (57/16' LAN,- (3/18" HS;.090" PVB, 3/16' HS) 13/16' LAM- (, (1118" A,.000{ PVB1/8"1/1 ) R air • .- SPACE,5/16" LAMI • • H. 13/16' LAMI 1G -1/B' OR 3/16" A (MIN.), 5/16" OR 3/8" . SPACE, 5/16" LAMI - (1/8' A,.090' PVB, 1/8" HS) •• I. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" • • SPACE. 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS) 013/18" LAMI IG -1/8' OR 311B" A (MIN.), 3/18' OR 1/4" SPACE, 7/16" LAMI - (3/16' A,.090" PVB, 3/16' A) K.'13/16" IAMI IG - 1/8' OR 3/16° A (MIN.), 3/16. OR 1/4' SPACE, 7/16" LAMI - (3/16' A,.090" PVB, 3/16' HS) L 13/16" LAMI IG - 1/8" OR 3/18" A (MIN.), 3/16" OR 1/4' SPACE, 7/16" LAMI - (3/16" 11S,.090' PVB, 3/16' HS) NOTES 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 3) 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. 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2: PRODUCT REVISED 0• complring with tho Florida Bonding Coda NOA-No. 17-0411.06 expiration Date 12/21/2021 By Nlaml-8 • roduct Control 3/24/17: UPDATED TABLE -via" CO CL W o_ z U 0 O 0 N oN ova U. O ;CO a+ri16 Z 0 n rat sera Mona `�ON. LYNNM .�i /�'% *_ No: 58705 0 STATE tlF A LYNa1.Iirild, P6. P.E6 50700 • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• • • •• • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• TABLE 8: TABLE 9: MtytorOumtf 68.XOorOX with MassType$A,B,C,0,H$I 7 AnelmrQ antlBei•/+orQ1: ••• *Rh U1aas7ypE/ esD,F,J.KSL • • •• itBLEREY X • • • • • Q X O.em1:- owe;_ Anchor Gram A Areuo:0.owe8 AndloGimp C Coma O+a•I AIw1•tOla6A AncixGroup 1 Ambit Gap C 1•• • • I1+C2+1I 3.F•--ANCHOR QUANTITY PER JAMB 611d3 11434 wad A 311 .ant Hard AEH ,afro mead it at J•1O Width IBM How 6 se •amb 14414 1 fe qq Hod a ggo.3y413 : • • • • ST ' 14(241 2 1+0+1 2 1+01 2 3T 1*401 2 1.02+1 2 144320 -2 HEAD AND SILL ANCHOR QUANTRiES 48' 1*401 2 1+12+1 2 1+C2+1 2 47 1+01 2 - 1.432+1 2 1,02+1- 2 : A CLUSTER OF (2) ANCHORS ' 531/8' 1+0.1 2 1+0.1 2 1+0.1 2 55-1+'. 1*0+1 2 1.C2*1 2 1+t7+1 2 1 CENTERED ON THE MEETING RAIL so' 1+G2.1 2 1+01 2 1+C2.1 2 sw 211• 1+C2+1 2 140.1 • • 2 s t c2+1 J 2 • • • • • • • PLUS (1) ANCHOR AT OPERABLE PRODUCT REVISED 88'. 1+0-1 2 - 1+C2+1 2 1+C2.1 2 63' 1.Q+1 2 1.C144 2 4 1•C2♦� •2 t • • • VENT AND FIXED SECTION. 4 �) as complying with the Florida 77 242+2 • 2 14C2a1, 2 1+C241 2 72" 2+C2.2 2 - 1+401 •• • 2 a • •1 ♦ • • • • • • • • ANCHORS TOTAL AT HEAD AND SILL, Building Code 17-0411.06 74' 2.C242 2 - 1+01 2 1+t2+1 2 7r 2+02+2 2 1+02+1 - • 2 s 510245 •2 • • • • • NOA-Ma, 3T 1a0+1 2 1+ 2*1 2 1.12+1 - 2 3T 144120 2 1441331 • 2 4 1•C24.1 4 2 • • • • • • • Expiration Date 12/21/2021 48' t+42.1 2 1++01 2 1+01 2 48' 1+0+1 2 1.02.1 '2 1+432.i 2 (4" MIN. O.C. ANCHOR SPACING) BY 534i8' 1+Q.1 2 1K2+1' 2 1+01 2 53.1A7 1+01 2 1+C.1 ,2 1+02+1. 2_ rlie Product Control E8' 38" 1.01 2 1.C2+1• - 2 1.0.1 2 - 60' 33' 1+01 2 1.0+1 2 1+32.1 2 183i4"MAX. I I 1 1+12.1 2 14C2.1. 2 1+C2a1 2 Or1+C2+1 2 1.02+1 2 1+32.1 2 I --,..1 1-•--4" MIN., MAX. _ . 68' 2 2. 1. 1- 2 72" 2*C2+2 2 1402+1 2 1*02.1 2 I 3I2M,7[ UPDATED TABLE & 3#24/1 77 24 242 2.C2.2 ' 2 2 1+C2+1 1.01 2 . 1+C2.1 2 74' 2.C2+2 2 t+C2+1 2 1.C241 2 .B" MAX O ELEVATION. - 37' :+0.1 2 1.0+1 2 14C2a1 2 3T 1+C2.1 2 1+C2.1 2 1+C2.1 2 - �I 1+01 2 1+C2+1 2 1.0.1 2 4r 1+0+1 2 .1+C3M 2 1+0*1 2 _ ' 48' 53. 1*C2*1 2 1+C�a1 21 N 1+C2 2 63.1/E' 1*C2a1 2 1aC2a1 2 1+C2N 2 MTG. -3F- 385e" (2* 1+1 2 A. � �' 1+0.1 2 86' •. maw ,1.Cato 2 1+C2*1 2 t+01 2 RAIL - _ 6a tam+1 z t+cz., z t+cx+, z sr+.c7«1 2 -.2 1«c2a1 . 2 1*c2*1 2 EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS 3 "O1 77 2.02 2 1401 2 1.C2+1 2 72" 2.C2.2 1402+1 2 1+02.1 2 i .c 74• 2,C2.2 2 1+01 2 14401 2 74• 2*C2+2 2 1+C2+1 2 1.0+1 2 (SHOWN IN TABLE KEY ABOVE) 1070 TECHNOLOGY N. VENICE, FL 34276 (941)480.1600 COPYRIGHT O2017 POT INDUST/ ALL RIUMfB RESERVED ,LUM. HORIZONTAL ROLLER, IMPACT I�I NCH. QTY., OX 8 XO li ttJ JENS ROS HR-710 1* NTS 1 9 OF 11 df 4127-10 37" 1402.1 3 1+0.1 - 3 14041 3 -31' 1405+1 3 1+02.1 3 1+02+1 3 48' 1+01 3 - 1+01 3 1+0.1 - 3 46" 1+C2+1 3 140 +1 3 1+C244 3 53118' 1+f2+1 3 1+C2+1 _ _ 3 1+0+1 3 63-1/3". 1+01 3 1401 3 140.1 3 elf 46' 1.0.1 3 1+0*1 3 1.0.1 3 60' :48' 1+C2+1 3' 1*C2+1 3 • 1+C2*1 3 . Er 1*(2+1 3 1+i2.1 3 1+01 3 116' 1442+1 3 1.401 3 t+C2*1 3 77 2+02 3 1+C2.1 3 1.C2.1 3 77 2*C2*2 a 1+02+1 3 -1+02+1' - 3 74' 2.0+2 3 1+0.1 3 1+01 3 74.' 2+C2+2 ',3 1.02.1 a 1+C2.1 3 3T 1+01 3 �+C2a1 M(2+1 3 9T 1+C2+1. 3 1*02*1 3 t+C2*1 3 45 \ 142+1 3 1.0.1 _J 3 1.C2.1 3 4s• .1+02+1 3 1+C2+1 3 1+02+1 3 53L 1+C2.1 9 1 T 1+0.1 3 isa-mr 1+ 2+1 9 I.C2a1 3 1+C2*i 3 50318' 1.C2+1 3 +C7+(1 ' .1+02*1 3 r0' 06E16' '1+GZ*t 3 14C2*1 3 1+C2+1 3 BB' 1+Ci+1 3 '1+12+1 3 1+t2+1 3 SW J*C3+t -3 1.C2*1 3 1+C2.1 3 77-s+:3*2 3 1+L2*1 3 .i+C2•1 3 77' 2.CIa2 3 1*C2*1 3 1a02+1 3® yy 74' 2+G1*2 3 1*^2.1. 3 ^.+C2.1 3 74' 2+C9+2 3 1+C2+1 8 1+CS+1 3 NOTES /JJ - a 37' 1*r2*3 3 1+C2+S .."9 11. 2*1 3 ST 1+01 3 1+C2+1 3 }+C2+1 3 ('� 4e .1+t2+1 3 1. 2+1 3 1+0.1 3 . 4r 1•C2., 3 1.t2+1 3 1+C2+, 3 1> WINDOW �i3 - - - - • - : ' ED ON THE 53118' 1.C2.1 3 1+[2*1 3 i+Q+1 3 55116' 1+C2+1 1.C2+1 3 1+C2.1 _ FOL • 3MENSIONS: O B8' S1- 140+1 3 1.C21 3. 54C2.1 3 67 54' ,+C3+1 55 1+C2+1 3 taC21 -s 3 r 101/7' MAX: ON EACH SIDE OF 03" 1+C3*1 3 1+C2., 3 1+02+1 : 3 Or1+CS*1 : 3 1.c2+1 3 '1+C2+1 3 - 8, SILL: MEETING RAIL CENTERLINE L .72' 2.02. 3 1+0.1 s 1442+1 ; 3 77 2+02 3 1.01 3 144;241 • 3 CORNERS. -1•C2.1 3 ~ 2+C3.2 3 ,acz.1 3 1+tx*1 3 183/4' MAX. FROM a c 74 2.12+2 3 1.c2+1 3 37' 1.Oz.1 3 1+c¢+1 3 trot+1 3_ JAMBS: 9' MAX. FROM CORNERS AND 221/2' ,�/ .yap 3T 1.G2+1 3 1+C2+1 3 1+C2+1 3 MAX. O.C. I1,+ 48' 7.C1+1 3 1*12+1 3 14Q.t 3 46' 1+C3*t 3 -t+C2+t 3 i+C2.t 3 ow, It 53118" 1+0+1 3 1*12*1 3 .1+02+1 3 S3.18' 1+C3+7 3 1+t2*1 3 1+02+1 3 LYN�/ ��,, 8P OW NC3+t "3 1+C2.1- 3 d*C2.1 3 Or 6r 1+001 ! 3 1*G2*1 3 1+C2+1 3 2) FOR WINDO - -. - .. . • EXT LARGER `�1,1/4•�Qi�Y �� O SF '.8B' 1+C#1 3 I+Cl+1 3 1+(2+1 •9 �' -1+C3N 3 tK2a1 3 1aC2*, 3 WINDOW IN TABLE. '... � '. :. 77 '2.02 3 14C2+1 3 1.C2N 3 72' 2.4:3♦2 3 . 1402.1 3 1+C2+1 3 "•� * : No. 58305 '; 70 2.+2 Ci 3 3 1+01 3 74' 2+C3+2 3 1+C2+1 3. 1*C2+1 3 3) OVERALL FLANGE DIMENSIONSSHOWN.-FOR FIN.. _ * y 3r 1*i241 3 _.1+Q+1 1+0.1 .3 1.f2.1 3 3T 1+C241 3 1+01 3 1+c2.1 3 WINDOWS. SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. _-0: ,- ` tit • 42' -1*02.1 3 1.C2.1 .3 1.C2.1 3 4/1"1+C3.1 3 1+Q+1 3 1+02+1 3. 3 ' I� �1/: 1+L3+1 3 <1.O7.1 J> 1+C2*1 3 53.1Ar 1.C3+t 3 1.Cd+1 3 1.02*1 3 , 4) FOR INSTALLATION IN THE HVHZ'ABOVE 30 FT, GLASS •. T �� ' 8r 1.C,+1. 3 1+C2T -3 - i+C2+1 3 air 67 1+0341 3 1401 3 1+C2+1 s TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. . •.,+`IO -•.. •'•*. \,` 1*CH/ 3 4=i+a.1 140.1 3 i 1+�1 s 1+c2*1 3 1+C2+1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN '�,s/0)yAL E.2C NAL L- 72 ' 2.C3.2 3 1.C2*1; 3 1.C241 3 77 -2+03V2 - 3 1+Q41 3 14C2+1 3 UNCHANGED. / N 74" 2.C3*2 3 1* 2+1 3 1.C2+1 3 74' 2+0+2 3 1+C2+1 3 1+01 3 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A LYta4 MILLER, P.E. P.E.15r705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • • • • • ••• • • • • •• •• •• • • •• • • • • • • • • •• • • • • • TABLE 10: TABLE 11_ • • • • • • • AnchorQuattiies, XlXf, 113-1/3-113 with Gina Types A. B. C, G, H & I • •AnclIbilg.iaotitlell, ROX, Q3 �A • • - : with Glass typesi7, E, I , 4,g & L •• • • TABLE KEY: X O X aural cams Mdmr Go A Archm Group it owed d mews + MtoeQaupA �f� •Aam rOr 43 Actor Tap . YAW 1r12111 Howl a BE 44144111 5I Jamb Head a so I Jame Witth HAW t *1 m %i! Jere • lad a 501 • don* ,?iid a 3111 dame 1+C3+1+63+11 3 I -a -ANCHOR QUANTITY PER JAMB 43" 14 +1*C2+( -•n• '2 1+C2.1+4+1 2 1. .1.C2.1 2 43' 1+02+1+C2.1 - 2 1*C2+1+43241' 2 1+C2+t+0.1 2 53.11a' 1+c2+1.C2.1 2 1+02+1+¢+1 2 1+02.1402+1 2 53-14 1+012+14C241 2 144+1402+1 2 1.C2+1.4Y+1 2 HEAD AND SILL ANCHOR QUANTITIES ea t*Ga+1.c2*1 '2 1.02+1.02*1 2 : 1+C2.1+C2.1 2 60' 1+42+1+C241 2 1 i4+1+ 1 2• ,w2+141 2 A CLUSTER OF (3) ANCHORS CENTERED 66' 20' i+C2«1«C2*1 2 1.C2«1+4+1 2 1+4+t.C2+1 2 e5' . 2r tte*l+C2k1 o •1+c 11+412«t• 2• 1+C2+1PC241 2 ON EACH MEETING RAIL PLUS (1) PRODUCT REVISED 74' t+C2+1+C2+1 2 1+4.1+422+1 2 1.22+1+472+1 2 74• 1+cy1+C21e• d ■+GR1•33.1' 2• e1.C2+1*41+1 2 ANCHOR AT EACH OPERABLE VENT as complying with the Florida Building Code 64' 1+CL+1+C2.1 2 1+ C2*1+42+1 2 1+C2+1.C2+1 2 04' 1.02+0CA l • 4Gl41.471 3+c 2.. 12+1+C 2 2 PLUS 1 ANCHORS AT FIXED SECTION. mane 1+C2+1*C2.I 2 1.C2+1+02.i 2 i4.C2.1+C2.1 2 . 6012 • i.f'{' + 14 +1+G1*i3O 2. 142002+1 2 (9) ANCHORS TOTAL AT HEAD AND SILL. Expiration Da 12Y21/2021 4r I+02+1402+1 2 1*C1«1+C2+1 -2 irC2+1+C2.1 2 MP1+C2i 1- +1 2 7++1+4+1 4 2, t+C2+t+f7+1 2 j 63-1/r 1+1241+C24t 2 1.C2+1+4+1 2 1+C2+1+C2+1 .2 534M 1+C2+1442.1 2 1+C2+14422+1 2 1+C2+1.12241 2 (4" MIN: O.C. ANCHOR SPACING) By/ ea 14C2.1+42`1 2 1+C2 14C2+1 2 1+C.t+1.C2+t 2 60" _ 1'C2+1+C2.1 -'2 1+C2+1402.1 2 1+422+1.02+1 2 RUE mi-0Product Control 83' 3e' 1+C2+1+C2+1 2 1+C2+14C2+1 2 1402+1.02+1 2 55' 36' , 1+C2+i+02.1 2 140204 C2.1 2 1*C2.1. 2+1 2 -.{.-25 3/4' MAX / ._ 1+02+i+C2.1 2 1*C2+1+4+1 2 14 +1+C2.1 2 u• 1+4.i.Ci.1 - 2 - 1+4+i+4+1 's 1+C2H+C2«1 2 I 1C-1/2' MAXMAi� .2 3124/17: UPDATED TABLE & S&7H5' 1+(2.1.02.1 2 1+C2.1*4+1 2 1+4+1+C2.1 '2 404/15` 1+C2++.4 +1 2 •. 1.C2+1*C2H 2 1H:2+1+C2+1 2 1 1 8 6 6 1 i ELEVATION. 4r 1+4.1.02+1 2 1+02+1+4+1 2 1+4+1+C2r1 2 46'- 1+4.14C2+1 2 1+4+1.4*1 2 1+C2+14C2+1 2 9" MAX. 4 X O . SSW 1+4+1+C2+1 2 1+C2+1+4+1 2 1*C2«1+C2+1 2 6.Vr 1+02.1.02+1 2 1+4*1+C2+1 2 14420+CN1 2, fT -� ea 1412*14E241 2 1+02+1f04+1 2 1.C2+1.C2+1 - 2 'or - 14C2.1+C2.1 2 1+C2+1.C2+1 .2 1+02+1+C241 2 1 - - 1-� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 COPYRIGHT em17 PGT INDUOTRIE9,:HC. ALL RIGITTS RESERVED 6r 35011f' 1+02.1.021 2 1+4:2+1*02+1 2 1+C2+1+C2+1 2 4or 36J/S 1K2N+G2+1 2 1+4:2*1+441 2 1*C2«1+4+1 2 MTG. RAIL, TYP.- 74' 1.0141.221 2 14-C2.1402+1 2 i+C2N4422+1 2 74' 1+C2+1+4+1 2 1+C2+14 2.1 ,2 . 1+02*14 2+1 2 64. 1+C2+1+C2.1 2 1.c2.1.C2*1 2 1+(2+1*C2.1 2 54' 1+02+1+02+1 2 1+c2+1402+1 2 1+C241+02+1 •2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 6137/16• 14C2+1+C2+1 2 1+4021.02.1 2 142+1+C2+1 2 agar 1•C2*1+C2+1 2 1.C2+1+02+1 -2 1.C2+1+C2+1 2 .48' 1•G4+1*C2+1 3 1.02+14C241 3 1+C2+1+C2.1 '3 4r- 1.cz.1+12f1 3 1+C2+1+C2+1 3 1.C2+1.C2.t 3 TABLE ABOVE) (SHOWN' IN TABLE KEY 3315' 1+021*C2.1 3 1+02N.C241 9 1402+1*32.1 '3 53-116' 1+441+4*1 3 1*422+144+1 3 1+42.1.C2*1 3 62 1+4414C241 9 1.C2+1+C2+1 3 1*C2+1«C2.1 3 60" 1*4+1.=.1 3 1+C2+1.4+1 a 1+02.1+422+1 3 56' 4r 1+C2+1+C2+1 3 1+02+1+C2 t 3 1+02+1.4+1 3 m' 442 1402+1+0 2+1 3 1+C2+1+C2+1 - 3 1+C2+1+G2*1 3 74' - 1+4+1+C2+1 3 1+C2+1+C2*1 3- 1.C2+1+C2+1 .3 74' 14C4+1+C2.1 ...3 1+C2+1+C2+1 3 1+C2*1*C24.1 3 64' 1402+1+C2+1 3 1+02.1+0244 3 1+G2+i.c2.1 3 84' 1*C2+1*02+1 3 1.024.1+102+1 3 1+C2+1+02*1 3 56a/tr 1*4+1+C2+1 3 1+C241+C2+1 3 1+4*I.C2*1 3 03-7110. 1*02+1+19241 3 1.212+1+C2.1 9 1*4.1+122.1 3 411 1+041+02+1 "3 - 1+ .1+C2+1 3 1+02+1+C2.1 3 46' 1+4+1*4+1 3 1+02+1+021 3 1+C2*10- 41 3 6SVa 1+4+1+C2.1 9 1+421.1+4+1 a 1*4+1+4+1 3 63-1R'. 1+C2+1+4+1 3 1+4+1+4+1 9 1sC2*1+C2.1 9 _ EV 1+C2+14020 3 1+C2.1+C2+1 3 1+C2.1+441 3 Ba 1+01+1+62.1 3 1+C2«1+4:22*1 3 1+C2+1+02+1 3 66' mar i+C2+i+C2+1 3 1*02.1+C2+1 3 1*02+1.4.1 3 6r 5GC✓5 1+02.1+024.1 3 1.42+1*04.1 9 1*C2+1.C2.i 3 74' 1..C2.1+0241 3 1+02+1402+1 3 1+4.1+C2*1 3 74' 1+C2+1.4+1 3 1+C2+1+4+1 9 14C2*1-. 41 9. 64' 1+024.1.C2+1 3 1.C24.1+C2+1 - 9 1+4+1.C2+1 3 64' 14-C2+1+C2+1 3 1*4*1+4+1 3 1+C2*1+C2+1 3 tit-7/15' 1*G+1+C2*1 2 1+4231+02.1 9 1+C2N+C2+1 9 5&7/t5 1. 2+1+C4+1 9 1+C2+1+C2+1 3 I+C2+1+02+1 3 NOTES 46' 1442+1+C2«1 3 1+422+1+02+1 3 1+C2.1+C2+1 9 48. 1022+1+Q.1 3 1+472+1.02+1 3 t* .-1+C2+1 3 sst/r 1+4+144+1 3 1+42241* +1 3 t+c2+l+ci+l 9 s}1/r 1+e2.1.02.1 3 1+02+1.c2+1 3 1.c2.1.020 e 1) WINDOW DP /ANCHOR QUANTTTIES ARE BASED ON THE 5a 1+C24.1+C2*1 3 1*02.1+C .1 3 1+02.1+4.1 9 60' 1+02+1+02.1 ._, 3 1402+1+4+1 3 - 1+02.1+02+1 3 FOLLOWING DIMENSIONS: 66- 54' 1*I2+1+02+1 3 1*C2+1+C2+t 9.. 1*02.1+G2+1 9 er 54' 1+02.1+C2+1 3 144:2+1+C2+1 3 1+C2+1.02+1 2 HEAD & SILL: 10-112" MAX. ON EACH SIDE OF 74' _ 1+4+1+C2.1 3 1+C2+1+02+1 3 1+4+1+4+1 3 74' 14C241.C2+1 3 1.02+t*02+1 3 14C2+1412+1 3 MEETING RAIL CENTERLINE. 34' 14C2 1 C2 1 3 1+02+1022+1 3 1+4:2+1+402.1 3 14C341.03.1 3 14C2+14 2+1 3 1+C2.1+Q+1 3 25 3/4' MAX. FROM CORNERS. c m-711r 1+4+1+C2.1 3 1+C211+c +1 9 1+C4.14C2.1 3 - es7nr 1.CJ.1*C3+t 3 1.cx+1+cz+i 3 1.02+1.02.t 3 JAMBS: 9' MAX. FROM CORNERS AND 22 12' ma0 4r 1+C2+1+22 1 3 1.02+1+02+1 3 1+C2.1+C2*1 3 46' 1+C2+1.02+1 3 1.C7+1+C2+1 3 1•02+1+C4+1 3 MAX'O.C. _ 6 _ _ _ ILVNN I''I,,' 4a 1+C2+1+C2+1 3 1+C2.1.C2.1 3 1+4H+4.1 3 60' 1+*C2+1+C2.1 3 1+C2+1+4+1 3 1+CM1.12241 3 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER 4r 60. 1.02+1*C2.1 3 i*G2.1.02+i 3 14 2+1+C2+1 3 6r Ba is ,i.C2 l - 3 1+4*1+C2+1 3 1+C2+1+C2+1 3 WINDOW IN TABLE. `•‘‘1�QµY : '� 74' 1+C1+1+C2+1 3 1+4«1fR+t 3 1+C2*1+C2+1 S 74' 1fC3.1.Wr1 3" 1+CZ+1+02+1 -- 3 1+C2*1.C2N J ,.•••-••••..• C. ;.�G 84• 1+c2*1+C2«1 3 1+C2.t+C2+1 2. 1+C2+1+C2+t J 6r. t+08.1*C3.1 a 1*02+1*4v1 3- 1*c2+1+e2.1 3 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN NO, S5 :!3 es7nr 1+02.1.02.1 3 1+C2*1.02+1 3 1.C2.1*02+1 _3 ow/1r 1+C3*t*C5+1 3 1+4+1+4 .1 3 _ 1402414C2+1 s -WINDOWS, SUBTRACT 1, FROM TABLE S� DIMENSIONS. _ *: 45' 1 +1-.C2H 3- 1.C2.1+C3«1 3 t*C3.1*G2+1 9 or 1+02+1+C2 1 3 1+C2.1+(2f1 3 1+C2+1+C2.1 3 - -� : K 331/6' 1+C2.1*C2*1 •3 1+02.1+C2+1 3 1+C2*144+1 9 5St/8 1+C2.t.Q+1 3 t+4+i+4+i - 3 i+4.1«t2.1 3 4 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT; GLASS ) r7�� ►r�(�1 -•• BQ 1.C2.1*C2.1 3 1*ts+t+C2*1 3 t+C2*HG2*1 3 6a 1+02.1*GZ 1 J 1+C2+1K2+1 .3 1.02f1.02.1 J TYPES G'- L SHALL HAVE A TEMPERED I.G. GLASS CAP. iv A F ' (` '� m es 1+(2+t.cz•t 3 1*C2«7+02+1 3 1«C2+t+C2*t 3 m 5Y t+w.t.p.1 3 1+t2+1+4.1 s /+02.1*t2*1 J TH THE DP AND ANCHOR QUANTITY REMAIN '�% S1S, Ofti 74' 1*C2.1+42.1 3 1+C2'1+c2+1 3 1.02+1.4-1 3 7r 1aCM1.C3+1 3 1+e2+1+4+1 3 1+C2+1+C241 3 UNCHi ac',%% .4• 1.C2+144+1- 3 1.4N+C2+1 3 1+C3*1*C2.1 3 64' 1+tl+1.C9+1 3-- 1+4+1+CM1 ,3 1402+1+G2+1 -J ,UNCHANGED. 0/,,. t.ALd�11.1 66-7/14P 1+C3+1*C3+1 -4 1+4.1+422+1 •3- 1+422.1+C2+1 - 3 55.7/16. ' 1+03+1*05.1 9 1+C2+1+C2+1 3 7*0241+C2+1 9 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. w LYNN MILLER, P.E. • • ••• • • •• •• •• • • •• • • • • • •• •• •• • • • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • TABLE 12: TABLE 13: Anchor Guantpea,X0X, 114.1R -1/6 WIiOla.iTpa•A,B,C,G.H&1 : Anehr.u.nitI Mdtywas w1 a XOX, 1/4• ts0,g,F,S, R-11� • • , & L • • • • • • • • TABLE KEY: O.eaa men Aloha Coop A N4dmr amp8 Mahar Gags Casa O. I 'Ander&nipA Archer Oradea ••AbMr4orpc• • X. O X WO I d4 head & 861 Arra Mod& FAG :are Maeda 82 Jame voila +•4tI - Hood/ am Jowl . Neat a am wane Fell a so - ' ' • - - • E3vtr t.02.1+42.t 2 1.c24t+Cs.t 2 1*024t.i2N .2 &3-1N' 1+C2.1•01.r s I t+42.1+CT31• -2 10241a12M $' 11+C2+2+C2+1I 3 1+--ANCHOR QUANTITY PER JAMB W" 101241+C2*1 2 1-. *1+02+1 2 1.02+1+02+1 '- 1+C2+1402a1 2 1.02*1402.1 2 102+14024i :2 74" 1.02002.1 2 - I+422.10211 2 1+02+1*42*1 2 -. 74 1.4242,02.1 2 I*42.1442+t 2 1*42.1*42.1 2 HEAD AND SILL ANCHOR QUANTITIES ,w 1.12+2.42+1 2 144:2+1402+1 2 1+42+1+D241 2 -m4 - 1+C2+20:2+1 2 1+.1+C2+1 G2 2 1.02•144721 2 ST NC2.2442.1 2 1.G2*1.C2.t 2 t.r22.t.C2.1 2 IIO 20 1+c2 src2.t + 2 Z 42+t l z d4492.1.91.132 • •• •• A CLUSTER OF (2) ANCHORS CENTERED Loam' t4c24.24c2.1 2 1+02.1402+1 2 1+02.1+c2+1 2 10a4rr tt12+2«02+1, ceoz*c2y 4 414.c6314C181 2 h ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED tom' t+02.2.02*1 2 1.02.1+4:2*1 2 1+02.1+02+f 2 106' 1.02+2.c1+f .2 1��jtC� • •+c2a1+ti1 2 • ANCHOR AT EACH OPERABLE VENT as complying with the Florida 114'- Ni2422C2+t 2 1+tl4t+Ctt1 2 14C2.1+C2.1 1 1+C2*2+4241 2n 'UM t •4t2.14C►1 2 • PLUS AT FIXED BundlesO-NA 531/r 11C2.1*C2*i 2 1*42+t*02*1 1 1.2+1+02.1 2 53.va 1.02.1.02.1 z• 1•C2+►02• ! •+Cxh+gFt 2 • (2) ANCHORS SECTION. NOA-No. 17.0411.06 ar -- 1+42+1422*1 -3" 1402.1.4241 .2 1ae2+102+f 2 80 1*42,102+1/ 62 14C2+*C2+1II 2 ‘14C11,14C211• .2 h • (8)ANCHORS TOTAL AT HEAD AND SILL 1221/2021 74. 1.020402.t 2 14432h1*02*1 2 10*1.C2.1 2 74 1+i2+2+02H 2 1.C2+1,C2.1 2 1+C2N+132+1 2 Expiration Bate D 1+02+2.C241 - 2 1+412.1.0241 2 1+e2.1+cx.f 2 SC 16c2.2+c241 2 IaC2+14C2•1 2 1+4241442+1 2 (4' MIN. O,C. ANCHOR SPACING} Ny 9r t.C2424C2+1 2 1.2241+C2.1 2 1.C2*1M2a1 2 a1r 14t2.2*42*1 2 14C242*C2.1 2 14 4241.021 2 - �� Miami-O roduct Control 1063r 1.C2.24241 '"2 1024202+1 2 1442.14 2.1 2 ter 14424.3.4:2.1 2 1+¢a202+1 2 1+Q42442.1 2 lOr 1.C.43.02*t 2 f.C2.2+C2*t -2 1.02.1.C2*1 2 10m' -1*42a8+42+1 2 1.0242+C211 2 4*02+202.1 2 25.3/4"MAX 111' 1+CZ+2*C2.1 -2 1aa2.2+C2+1 2 1+C2.t+pat 2 itt' 1422.3*C2+1 2 1442.24Q+t 2 1+[2+2«C2N 2 1 MIN., 10-1/2' MAX 32M77: UPDATED TABLE 9 a3118' 1a0241+C4t 2 1402+10241 2 1.42.1+f2+1 2 63118' t.12+1+G2.1 2 Nf32+1.024 2 14C2.1+C2H 2 t`-'+ ! ELEVATION. - Or 1*C2+1•C2'1 2 *1 1,02.1+02C241.C2.1 2 14C2*1402.1 2 /r 1. 2 14C2.1.Q 1 2 1+CT*14C241 2 1 1 1 1. i 1 / 1 7r 1+C24t+f=+t 2 1«(2N+C2+1 2 - 1.C2.14R+1 2 7r 1.C2.2+C2*1 2 1*QH+C2.t 2 1+C2414R+1 2 9' MAX.O X_...1 X at' i.C2+2+C2+t z 1,C2+1+C2+I 2 taC2a1+G2at 2" Or1.t2az+C2+t 38.L5', 2 u024t+q.t 2 f4C241+C2+1 2 '•j- 96' aea'a` 1 .c2.2aC24t 2 1.C241.C2.t 2 1.42.1*4241 2 9r 1+ C242412.1 2 14G2i 42+C2*t 2 1+4'2+11C2+1 . 2 1 !� 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CCPYRICHT 02017 POT IrCU8TPoES, NG ALL RIGHTS RESERVED 1082.0 1+02.2442+1 2 1.42.24024.1 2 1+42*1a{2+1 2 105303" 1.02+3*42-1 1 1+C2+2-02.1 2 1*02.2.C2.1 2 1014 1.C2+2+92.1 2 1*C242.0241 2 1442.1*4:20 2 10C -401.3*C2.1 2 1.42.2-2.i 2 1*12+2+C2* 2 MTG. RAIL, TYP.- lir 1.42+2+02.1 2 IM2+24D2M 2 102a1+02+1 2 111' 102.3442+1 2 IO2+2*02+1 2 1.0.202+1 2 53llr 1.02.t4C0 3 1• 2.1.QM 3 1.02*1+02.1 3 53443' 1. 2+1+C2+1 3 1, +1.G2-1 3 1402+1*4*1 3 EXAMPLE, CLUSTER W/ QTY. 64" 1+4:20+921' 3 1*422h1*0244 3 1.C2.1.- +1 3 30' f422*1.02*1 3 I.G -.I 2-1 3 14C241.f24t e 144241*CN 3 1+.1*G2*1 C�2 �3 1+C2,11C2.1 a 74' NC2+1+C2+1 3 1.02.1.42.1 3 1+CN/!1. 2.1 3 OF.(2) ANCHORS ANCHORS M- 1+62124C2.1 3 1+12M.02+1 3 4w2.1.42N 3 34' 4a D4:2*2*42.1 3 I+C.102+1 3 1.0241412*1 a. •r _ 4B 1+C2«24c2+1' 3 1.Cz+24C2+1 3 1- 2+1,e241 3 14' 1.C24. ,c2*t 3 1442242402+4 3 14t241.C24I 3 (SHOWN IN TABLE KEY ABOVE) 14631' 1. 34M+1 3 1+C2+2.4:2+1 3 1+0241.02+1 3 1084/8" 1+C2*34420 8 102+2.4:2*1 3 1.C242+02.1 3 11A' 1.02.9+02.1 3 1402+2+131.1 3 1+C2+1+432+I 3 - ,fib' 1+12+3+C2.1 •3 : .I.02.202+1 3 1+CZ*2+02.1 3 111' 14432+1.C2+1 3 1*C2+2«(:**1 3 1402.1442 i 3 -111 1+02.3.C3a1 3 1024202.1 3 1003+24C2+1 3 .53-1r 1402.1402+1 3 102*1*024.1 " 3 1.2+1.0.-1 3 a31rr 1+0241+122*1 a. 1+42+1+641.1 3 102414 2A 8 00' 14.02.1*42.1 3 1.02.1.02*1 3 1+C3+1.02+1 3 AO 1.412N*32a1 3 1.02*1*02+1 3- 1+2E+1+C2*1 3 7r 1*I2+1+02+1 3 1+432+1+C2+1 3 1.C2+1.02M S 70 1+C1.2+C2N 3 ,1+422atK2N 3 "+4:2+1*C2*1 3 644 1+C2.2+C2+i 3 1,42a1,02*1 3 1+02+S4- Z.1 3 114' 6Dalr 1.+h+24C2.1 3 1+02+130241 a 1402.1+C24.3 3 Ir' for 1.92.2*32+1 3 1+4:2-1'02.1 3 1*42+1*531 3 WA 1*02.3.02*1 3 1.02t24G.1 3 1.C2.1+C2N 3 t0O3N' 1.32*3+C2*1 3 7*42.24432.1 3 1*C241*2*4 3- 1011.28* 141:14.3*C3*1 3 1422+2,C2*1 3 1+4:242*C2.1 'a tor 1+432a3f02+: 3 1+62+2+(.24.1 3 1.1:2•1*MO 3 105• 1*C.31-3+O3*1 3 1+D2+1*22.1 3 1*4:2+2+4:2.1 3 111' ' 1.C2r3,4:2+1 3 1*C2+2102.1 3 149242+02+1 3 11r 1+D3*3*03.1 3 1.03.2a02+1 3 1.Q+2+431H _ a 43-11e' 1442414C2.4 3 102.1.12+1 3 1.02.1.02.1 3 53116' 1402*1.424 3 1*22*1442+1 3 1+C2+1*C2+1 3 NOTES e0' 1.42a1+C241 3 t+02.1.42a1 3 NCI+1+C2.1 3 60 1. 2.1412+1 3 1.42.t.02+1 3 1402.144:241 3- 74' 1.422.t.02.I 3 1*422h14 t 3 14C2.1.02.1 3 74' 1.42*26C241 3 14021i+02+1 a 1+22+023.1 3 1) WIN.. • + . + : - ED ON THE •4' 14C242«C2*1 3 1+42.144330 3 1+C1.1442*1 3 M' for 1a413.2*C3*1 3 1*024102+1 3 1402+1*4:2+1 3 F • • " NG DIMENSIONS: Sr fir 1*42+24U4t 3 14132-2+C2+1 3 19091+C2.1 3 .3r I+C3934c3+1 3 194292*C2*1 3 1+C3*I+42*1 3 HEAD &SILL' 10 1/2' MAX ON EACH SIDE OF tI33.Yr 1.02*3.02.1 3 I-Cz+2. +1 3 1+42*1K1+1 3 100.324 103 3. 3*1 3 1+44212*C2+1 3 . ta02.2+02.1 3 MEETING RAIL CENTERLINE. for 1+02.3«C2+1 - 3 i.02+202+1 3 I*42*102141. 3 /03' - 1.42.3*C3.1 3 144:2+2402.4 3 1*4:24.2+Gtat 3 25314" MAX: FROM CORNERS. i i r ' 1.42.3.02+1 3 1+192424Cta1 3 1+92+2+C2+1 3 111' 1+42+303.1 3 1.42+2+C2a1 3 144:2*2*22+1 3 53vr , t.42+.1.C2.1- 3 1.02.1a32,1 3 102.1. C2.1 5 63.116' 1021.102.1 3 1+02+1*C2*1 3 I+02+I+2*1 3 JAMBS: 9' MAX. -FROM CORNERS AND 221/2" Or 1.01+1+2241 3 I.C2.1,42.1 3 I+C241-42+t 2 68'- 1.42.1*I241 3 14C2*1+C241 3 1*C241*C.1 3 MAX 0.C. 74' 142+1+4:241 3 1.C2+16C2+1 3 1.C2.1.C2*1 3 -74' 1+C3.2+C3a1. 3 S.0211+C2+1 3 1442+102*1 3 1121 Ir 64' i-CZ*2442.1 - 3 1.02.t.r,2.1 3 1.02.1+02-1 3 ar �, 1. 9•20 .1 3 1+C2.1+02.1 3 1+42.1445*1. 3 2) FOR WIN. • " �... :.. � - , ,.• • NEXT LARGER 11%11tt IV LYN 'r. N�! �•, Cr a, 1.C2.2443*1 3 1K2.2+02.1 3 14C2414C2+1 3 NC 1«C3«3«C3.1 i 3 IN3242412*t 3 1*C2*1+42*1 3 WINDOW IN TABLE. `%•t �� •c�� •' JEN 1t)83ra' 1,t3.3.C3+1 3 1+C2.2+C2*1 3 1.CZ+iK2+1 3 1003�E' taC343+C3N 3 1+f2+24CTa1 3 1+02a2aCxa/ 3 1JC 8F '� .• for 1tC3.3,43.1 3 • 1,Q+2.1•Y.1 3 t,C2.1.C2.1 3 IOC 1403.5.C3.1 3 l.02.2.CRt 3 1*C2.2.M.1 a 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN : ''•� �% fir 1+Q. 4. 2.1 a 1.C2.2.C2.1 3 1+02*2+2+4 3 111' 1.C3.2.C3.1 3 1.C2.2.C2.1 3 1*C24NC'2+1 a WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS. = * No. 98705 &Iva' 1*C2+t.C2.1 3'- /+C2+1+C2,1 3 I+42+1+Q+1 3 ffi•ur t.42.1.(2.4 3_ 1,C241+42+t 3 1+4T,1+C3+1 3 = {��:* ^ ar • 1K2.1.42.1 3- 1•2*1.02.1 3 1.02./.C2.1 3 Or I //^`\ , IN:3.1.C211 3 1.02.1.42.1 3- 1.02.1K� 3. 4 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS .'� K2.1 = 7r I*O+1.C2*1 a 1.cT41.c1+t 3 t+c2*1+C2+1 a 7r 1.G424C3.t a t.cl+t+cx+r a 1+D2,t+cx.1 3 ) SUMO kj 4N0: er I*4s+2.42.1 3 144s+1*c2 4 3 1442+t+02+1 3 54' . Iti 1.C3.2«C3+1 :3 1.42.1402+1 3 14424t4c241 3 . TYPES G - L SHALL HAVE A TEMPERED 1.G. GLASS CAP. •0,p'•. O •• is er i+C3+2.W.1 3 1.42*2,02.1 3 t*C2.1.DT*1 3 Tr 1408*3*C3 4 3 1901114C2*1 3 1.C2.i*04.1 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN ..,, d ,...1t1DR.•' ��: 111•SC 1 1 3 , UNCHANGED. �11isIONAL"111111t �G‘s` - 1.C2+3+03+1 3 1+C2.24C2.t 3 /-Q*1.C:41 3 \ / 1+C3«3t4:3.1. 3 L1 �c2+ ,i +11' 1+42*a403+1 3 i+C2*2+C2N 3 iKt.2«C2n 3 t v 1.120.0.3.1 a( 1.42.z.ez+1 a,2.Gs41 3 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A. LYNN uat.en. P,e. P.E.O5&703 PRODUCT APPROVAL NUMBER: NOA #16-0629.14 • • • • • • OPENING IDENTIFICATION : 9. PW 12. PW 14. PW 15. PW 16. PW 17. PW 20. PW • • ••.• • • •• 0• • • • • •. • • •••• •• • • • • • • • • • . • • • •• •• • • • • ••• . .• 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 cote. This product is approved as described herein, and has been designed to comply witfl tie Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PW-701/720/820" Aluminum Fixed Window - L.M.r • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed WindowJlcta!latior: Uunelines'i • ; • • • sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepareddr manufacti rtt,•signed • • • • and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County ProduerCintrol R2di ton stamp • with the Notice of Acceptance number and expiration date by the Miami -Dade, E•ol b2y Produc'c Control Section. • • • MISSILE 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# 15-0528.26 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 COUNTY APPROVED NOA No. 16-0629.14 Expiration Date: February 19, 2019 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. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B 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: 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 L'aboratory,• • ; • Inc., Test Reports No. FTL-8717, FTL-8968 and FTLJ9970, dal:tel, • i 1/16/15, '. 06/07/16 and 06/02/16 respectively, all signed and sealed by Pdta1$iit Ortega, P.E. • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • . 2) Uniform Static Air Pressure Test, Loading x..BC, TASit12-94 3) Water Resistance Test, per FBC, TAS 202•94 • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 2Y1- "" 5) Cyclic Wind Pressure Loading per FBC, TVSI Zt-94 • 6) Forced Entry Test, per FBC 2411.3.2.1, ancj TA$ 202-94"" • along with marked -up drawings and installation diagram of an aleni}num I;iMed ;• • window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Man . el Pe ez, P.E. Product Co trot aminer NOA s 6-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tn Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 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 "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. far their "Kuraray' SentryGlas® (Clear and White) Glass Interlayelrs" Ifi4ed 0C/25/15, expiring on 07/04/18. .• . • • 3. TREMCO Part No. TR-14271E EPDM exterior glazing gaskg;mplying with the . • following: • •. • • a) ASTM C864 Specification for Dense Elastomeric Compressicrrr deal Gaskets, . . Setting Blocks, and Spacers with Option II exceptions. . . :"' b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Therrriolastic . • Elastomers—Tension of 1600 PSI. • •• •• •c) ASTM D395B Test Methods for Rubber Property—Compession Set {or / HRS • • 158°F. '..• • • . • • d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. E-2 Manuel Per .E. Product Control a . er NOA No. 1 s 1 . 9.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t" Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March p.:2016, signed by Ishaq Chanda, P.E. ; • • • • •. . . • • G. OTHERS • 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series ▪ "PW-• • 701/720/820" Aluminum Fixed Window — L.M.I." approved ort 0.749/15 and expiring•: •'. on 02/19/19. "" . • E-3 • • . • • • • • ▪ . •. • • • • ... . • • Manuel ' e ' .E. Product Contr ,1 Exa ' iner NOA No. . 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 • • ••• • • • • • • •• •• . • • • •• •• • • • • . • • •• •• • • • •• • . •• •.•• •• •. •• • •• •. •• • •• •• • • • ••. . •. • • . .•• GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE IHVHZ). 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-WE 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. 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 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 70 THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS 'THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD. (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. 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) MAX. 1/4". 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 1.0 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-3835. 3850 & 7212: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. GUIDE TO SHEETS: GENERAL NOTES. ...... ..._......... 1 ELEVATIONS 1 GLAZING DETAILS 2-5 DESIGN PRESSURES 2-5 INSTALLATION, FLANGE 6 INSTALLATION, EQUAL -LEG7 INSTALLATION, INT. FIN A 8 INSTALLATION, INT. FIN B. 9 CORNER ASSEMBLY......._......._. 10 EXTRUSION PROFILES11 PARTS LIST 11 TABLE 1: 48" TIP -TO -TIP WIDTH 47" BUCK WIDTH y f 44-LIGH1i4T" VISIBLEWIDTH ► B. SHEET 6 • •• • • ••• • •• • • ••• STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTMC130009 • • • • •ANS•S/P&PANDS-2012 F(1RM/0OD.Cc* STRUCTION MLUMItlIUM OESI N IitANUAt ADM4�110 •AISISS170-07MZ' 10 • • • • • • • A — SHEET 6 �L_ 12" MAX. O.C. r • • • •• • • A SHEET6 95 BUCK HEIGHT 92- /4' VISIBLE LIGHT HEIGHT ••• • •• • • • • • • • • • • • • • C SHEETS 12" MAX. O.C. 96' T- TIP TO TIP HEIGHT SHEETS �-r- 12" MAX. O.C. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) FIGURE 1. 12'O.C. MAX 12" O.C. 6' MAX. MAX. 1 •�-- 48" BUCK WIDTH -I.- 45-1/4" VISIBLE UGHT WIDTH • • • •• D, eti€ET7'- 6" MAX. DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 2-5 RATED FOR LARGE 8 SMALL MISSILE IMPACT RESISTANCE C SHEET 7 1 E, SHEET8 G, SHEET 96' BUCK HEIGHT 93-1/4' VISIBLE LIGHT HEIGHT TYPe Description Sneer 1 7118" Lami (3/16" An -.0B0" PVB - 3118" HS) 2 2 7116" Lent (3/16' HS - .096' PVB - 3/10' HS) 2 4^� J 1-1/16' Lami.IG(3/16"T-7/16'Alr- 3/16' An-.090' PVB - 3/18' HS) 3 1.1/16' Lemi. IG (3118' T - 7116' Air - 3/16' HS - .090" PVB - 3/16" HS) 3 5 7116'Len (3/16"An-.090"SG-3/10'An) - 4 6 7/16' Lemi (3/16" HS-.090" SG -stir HS) . 4 7 1-1116" Laml. IG(3116" T-7116"Air - 3/16' An-.090" SG - 3/18" An) 5 8 1-1116'Lanl.IG(3/16"T-7116'Air .3/16"HS-.090".SG-W16"HS) 5 "SG'="KURARAY SENTRYGLAS"INTERLAYER' BY KURARAY AMERICA INC. 'PVB" = "KURARAY BUTACITE•PVB INTERLAYER" BY KURARAY AMERICA, INC. D —�-{ SHEET 7' 12' MAX. O.C. TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) 5' MAX O.C. 2" MAX 1 48" BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH F, SHEET B H SHEET9 F, SHEET8 H, SHEET 9 2" MAX. 93.1/4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT 5' MAX, O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12' O.C. MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. 1 1 WIDTH WIDTH WIDTH WIDTH —.i IF WIDTH +{ �\ III f~ WIDTH WIDTH i ( WIDTHTr- yI d IF WIDTH —1 WIDTH y{ WIDTH —1 WIDTH ---I PRODUCT REVISED as complying Wi8{ the Florida BuildineCmdr Acceptance NW-0- Cn!. i)r9am !'wC: 3J� Munn/6s3r Mmlr�t. , 111 JR - 05/05/16 - ADDED SHEET 11 WITH SPACERS & MOVED PARTS. (941)-480-1600 7.4 co LOADJO 01 0 0 rr cry DMn, U- O Iaa4S H z s10..S 00 hc0 as gnu "coo ras \'' :14Y L YNN NC_ 5270.5 �U r: V A LYNN MILLER, P.E. P.E.e 58705 • • ••• • • • ••• •• •• , • • •• •• • • • • • • • •• • • • • • • • ••• • • • •• • •• •• •• • • • • • • ••• • . • • ••• TABLE 2: Window Design Pressure (+1-; psf)for Glass Type 1 • • + •• • •.• • •• __. Long Side On • • • 67-718 72 76 80 84 88 .. 92 - 96 160• 164 109-88 a 1n 2 1O 30 +1-80 +1-80 +/.80 +1.80" +/80 :+150 _ +1.80 +180 +1.80e +1180 +158 32 1 +/-80 +/-80 +1.80 *180 +/-80 +1.60 +1-60- */-e6••.. Tarr +. 34 +780 +/80 */80 +/80 +/.80 +1.80 +1-80 H-80 +1-79.8 +/-79.4 36 :1 +/80 +180 +/-80 +180 . +/.80 +1-79.7 +/-77.2- +1-75.1 *1-73.4 . +1-72.2 38 :1 +180 .. */-80 +1.80 */A0 +I-781 +1-75.2 +1-725, +/-70.3 +158.5 +1-08.3 40 :1 +/-80 +180 +/-798. +/-77.2. */-74.3 +/-71.3 - +187.9- +185.1 •4.63A • +/81!6 42. +180- +/80 +/80 H-77.4 +674 3 H-71.3 +188 2 +/-647 +/81.6 • +/59 • +/18 2 • 44 +1-80 +180 H-78 9 1-75.4 H-721 +I.68.9 +185.6 0-622' +/59.7 • `57. • • • i 48 .+/-80 H80 +1-77.2 +/-73.6 +/-70.1 +I.688 */83.5 +1803 +157.7 • • • • • 48 .. - +1.80. +1-79.3 +1-75.6 +1.71.9 +1.88.3, +1.649 +/81.5 +/-582- • • • • - . • _ 50 +/.80 +1-77.5 +1-74.1 • +/-70.3 *186.7 +/-63.1 *159.7 -- 52 +/79.1 +/-75.6 +1-724 */-68.8 4/-651 +/51.5 54 - H-77.4 +/-738 +/-70.5 +1.67.3 +/-635 56 *1-75.8 +/.72 +1.68.6 .+185.3 - 58 H-74.2 H-70.3 +/-66.8 60 +1-727 ' +1.68.7 +1.65 - 62 •+1.71.2 +i-67.1 - 64 +189.7 H-65.5 88 - , +1438.3 - 67-7/8 +187 - • • ••• • •• • • •• • • j/!6" LAMINATED �J • • • • • GLASS STACK • • • • • 3/16"ANNEALED GLASS �, •• '••• •• - • • • • 0 11 • • • UV") AT CULID Vlr t-FLA•IE q‘EMBERS ONivY • •I 4p i(el' O.111.1MAX._ NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY. FIT WITHIN. TABLE 3: Window -Design Pressure (+E, psf)for Glass Type 3 Long Side (in 67-7/8 72 78 80 84 - 88 92 96 100 104 -. 109-112 C__30 +/80 +180 - +1-80 C'*1$0_ -+/.80. +1-80 +/-80 +/-80 +l-00 0-80 +/-80 73'2� +/-80 +Ib0 +1-80 +4.$15- *I430 +1-80 +150 '' _.+/-80 -y50 +i-80 +1-80 34 +180 +/80 +1.80 +180 +180 +I-80 +180 . +I80 N430 +/.80 +/-80 4C 38T +l$0_] '+I.80 +l$0 ... +/-80 +/80 . +I.80 +180 •+180 +180 +1-80 +/80 38 _ +/80 +180 .180 +/-80 +/80 +180 - +/.80 , +/80 ' */-79.4 +676.4 +1-74.3 40 +/80 +/80- +1-80. +/80 +180 +150 +1.80 +1-767 +/-73.5 +/-70.9 *459 42 +/-80 H80" ' +/-80 +I-80 +/80 +/-80 .1-77 , •+1-731 +789.6 +1866.9 +1852 44 ./80 +/-80 +/-80 +180 +/80 +1-778 H-74.1 '+1-703 H87.5 +/E3.9 g 46 +/80 +/-80 +/-80 +/A0 .1.79.2 +1-754 +/-71.7 +I-681 +185:1 i 48 +1430 */80 */-80 HA0 +/-77.2 +/-73.3 +/89.5 +/-659 7!‘ 50) +180 - +/80 C+180__. +1-79.4 H_75.3 +/-71.3 +/-87.5 2 -52 +/-80 .1.80 *180 «1.77,7 +t-735 +1895 O' 54 *180 +180 +/-79.8 +/-76 +1-71.8 56 +180 +/-80 +/-77.5 +/.73.8 58 +/80 H-79.4 +/-75 4 6t +/80- *1.77.8 +I-73.5 82 +/80 +/-75.8 - -- 84 +/-788 +1-74 66 +/-77.2 67-7/8 *1.74.9 - - EXTERIOR .090" PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 5/8" GLASS BITE 20 13 GLASS TYPE 1 1-1/16".NOM. GLASS STACK 3/16" TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11-78' O.C. MAX NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT " FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT,WITHIN. 1-3 EXTEROR a 11 H4 - LONG SUE SHORT SIDE SHORT SIDE LONG SIDE -- TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16" LANBNATED GLASS STACK 3/16" HEAT --STRENGTHENED (;i AAA - 3118" ANNEALED GLASS .090" Ns INTERLAYER, 5/8" GLASS BITE SHORT SIDE LONG SIDE SHORT • SIDE 0 )- 1n csi O J () O J N J Z u- u- - WOWo XN W 0 0 > O O -z o_z O co .co co w n) 0 8111 w J Q W CO W 0- z C7 N 0 A. LYNN MILLER, P PE.8 58705 MD-720-820.1 ON 0M0 LL 7�4$ CO Z cltJ9 Nop • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •. • Windo* QesigS treslpret$, ps$forfleis /Yes 2 & • • Lang BMe Gnr - • 87-7/8 72 76 60 84 88 92 96 • 100 • • 104.0. �04U2 � 112• • • 1:6 120 124 128 132 136 140 184 ,g Y m 30 -- */-80 */80 *i80 *1-8 0 +/80 +1.80 4/-80 +18 +t0 +180 •+180 +/80 +/80 +/80 +1-80. *180 +/-80 +IBD - +/80- +/-83 32 +1.80 +180 +/-80 +/-80 +/80 .1-80 +/430 +/80 */80 +/80 +/-80. +1.80 */80 +/80 +1-80 +/80 *1-80 +/80 .. +/-80 34 +/80 4/-80 +/-80 +/80 +/-80 +1.80 */480 +/.80 -- +1-80 +/80 +/.80 . +/A0 +/80 . +180 +1- 0 +/80 +/80 36 - +/80 --al-80 +/-80 */80 +/.80 +/-80 +/-80 */80 ♦1.80 *1.80 .1 _ jl • tl$0 +/-80.. +180: +180 -.. 38 +/80 +/80 +/80 +/80 +180 *I-80 -._ - */-80 +/-80 ^- blf ; •._-e •*/40 • i'l0 • +/80 +180 40 +180 .+/8D +/80 */-80 *180 +1-80 *180 +I.80 ;40 •al • •./-ea • 410 • 42 */80 */80 +1-80 . *180 +/.80 .+I-80 . +180 +I80 +/-8I11 • +•80 • •+180 • • • 44 +/80 +180 +/-80 *I80 4/430 +!-80 +180 - - +/-80 +18I1 • +030 • • • • • • 46 +/80 +180 *180 +180 +/80 *f-80 +/80 */80 0t410 • • -- • • • • • • • • 48 +180 *180 +1.80 *180 */80 +1.80 +180 +180 50 +/80 +180 +180 *180 +/80 ./80 */80 52 +/80 */430 H80 +/80 +/8D +/-79.1 - .. . 54 */80 +/80 +180 +/80 +/-78 6 56 +/-80 +180 +180 +1-79.1 - 58 +180 +/-00 *l80 - ..... r 60 7 *180 */80 C */-79.3 82 +/80 +180 64 +/80 .180 88 */80 67-718 *180 - NOTES:. BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN 7/16' LAMINATED GLASS STACK .090' PVB INTERLAYER ,I 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS �� nSTRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY © 11-7/8' O.C. MAX. ' GLASS TYPE 2 • 1-1/16' NOM. GLASS STACK 3/16" TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11-7/8' O.C. MAX. 7/16" LAMINATED_ GLASS STACK 3/16" HEAT STRENGTHENED GI ASS 3/16" HEAT STRENGTHENED GLASS —.090' PVB INTERLAYER 5/8' GLASS BITE Q-3 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE �-- LONG SIDE EXTERIOR '- t - Fes--- LONG SIDE (GLASS TYPE SHORT SIDE 1 LONG. // SIDDE SHORT SIDE SHORT SIDE aEVISED az+co1917 with QnFlorida Building Code Acc.ptanee i4b KW. f itatioti By Miami co O 47 0 K / u 8 N CO W CO W V) w a z 0 W ❑ .p05 A. LYNN MILLER, P.E P.EU 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• • • • • • • TABLE 5: Window Design Pressure (+/-, psf) for Glass Type 5 • 4 Long Side (in • • • 4 67.718 72 76 80 84 88 92 96 102 104 •109-112 i --. $ 0 F a .30- +901-125.4 +901-120 +90-1155 +90-111.5 +90-108.5 +90/-106 +90/-104.5 +90/-103.5 +9(7-1025 +904100.7 •90'-97.94 32 +901.116.9 +90-110.8 +901-105.3 +90-101.6 +90-987 490/-95.7 *90/-923 +90490.6 +90490.3' +/89.9 • • 47-89. 4 34 +90/-108.9 +901-103 +90/-98.8 +901-95.1 +901.91.8 +/-88.2 +1-84.4 +1.815 +140.1 +09.8 +/-79.4 36. +90-1026 +90-97.1 +90/-928 +1-88.9 +/65.5 +/820 +1-79.7 +1-77.2 +/-75.1 +1-73.4 +4722 38 +90/-98.4 +9(T-922. +/-86.7 +163.2 +/-80.7 .1-78.1 +/-75.2 +4725 +170.3 +4138.5 +/66.3 40 - ' .901-94.6 +188.2 +/828 +479.8 +/-77.2 +/.74.3 +1.71.3 +/67.9 +165.1 +463 4 +466 6) 42. +90/-91.3 +184.7 +/80.7 +1-77.4 +474.3 *1-71.3 +168.2 N64.7 +161.5 +1598 +41582 -44 +/883 +162.4 +/-789 +475-4 +1-72.1 d689 +185.6 +/822 + 59.7 +/57.5 • 46 +1854 +1.80.8 +1-77.2 +1-73.6 +470.1 +1.658 +163.5 +/60 3 +/57.7 � 46 +1827 +479.3' */.75.6 +471.9 +/88.3 +/649 ' ' +461.5 +458.2 ' . • 50 +1609 +1.77.5 _ +/-74.1 +:-70.3 +166.7' */631 +1-59.7 52 +4791 +475.8' +4724 +/688 +/65.1 +/61.5 54 +1-77.4 +473.8 +/-70.5 +/-67.3 +/83.5 56. +1-758 +1.72 +/58.6 +185.3 -. 58 +474.2 +1-70.3 +468.8 60 +1-727 +468.7 +/65 ' 82 +1-71.2 +/67.1 - - 84 '+1-697 +/.65.5 68 +1683 67-7/8 +767 - - • • • • • • • • • • 7/i6"lPIMINATED • : • � • GLA •$ STA•h• • • • • • • • • •. 3/16*ANNEALED GLASS • • • •• £i • • *y'SE� AT•CUI �I;AM 11 ///8Ei�S( • •�j •j • • NOTES: ) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT " FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: Window Design Pressure (+1-, psf) far (ass Type 7 Long Side (n 87-7/8- 72 76 80 84 88. 92 96 180 104 109-1/2 t LT) E *1 ' 30 +904130 +90/-130 +90/.1303 +904126 +931-122.6 +9(Y-119.8 +904118.1 +90/-117 +901-115.8 +901-1127 +90-109.9 32 +904130 +90-1251 +904118.9 +90-114.8 +90/-111.5 +90-108.1 *90104.3 +901-1132.4 +90-102 +9041014 +90-997 34 +90.123.1 +90-1164 *90.111.7 +80-107.5 +93/-103.8 +90/-99.7- +90/-95-3 +90492.1 +90490.5 -+490 _ +189.6 36 +90-116 +90-1098. +904104.8 +90-100.5 +90/-966 +90193.3 +1-90 +/67.3 +/84.9 +1823 +I-81.2 38 +901-111.2 +90.104.2 -+90/-979 +90/94 +90/-91.1 +1682 +484.9 +/61.9 +/-79.4 +1.78.4 +474.3 40 -+904106.9 +90-99.6. +90/934 +90-90.1 +187.2 +184 +480.5 +1-78.7 +473.5 +1-70.9 +/.69 .. 42 +90/.103.2 +90/-95.7 +90.912 H67.4 +184 +1.80.6 +7.77 +/-73.1 +/-69.6- +1689 +155.2 44 +931-99.7 +90-93.1 +169.1 - +1-85.2 +/81.4 +/-77.8 •+474.1 +470.3 + 67.5- -+/63.9 48 +904965 +90-91.3 +187.2. +783.2 '+1-79.2 +/-75.4 ' +471.7 +/681 +/65.1 48 +90/-935 H-89.6 +1.85.4 +/81.2 +/-77.2 +/-733 +169.5 +/658 50 *90-91.4. +187.8 +183.7 +479.4 +475.3 +7-71.3. +467.5 52 *I694 *485.5 +181.8 H-77.7 +/ass +469.5 54 +487.5 .1 3 4 +479 6 +/-76 */-71.8 56 +/65.6 H61.4 +477.5 +473.8 .. - . 58 +1838 +/-79.4 */-75.4 60 +1821 ./-77.6 +473.5 62 +1604 H-75.8 64 +/-78.8 +1-74 66 +1-77.2 - - - 67.718 +1-74.9 - - EXTERIOR a 1-1 /16' NOM. GLASS STACK 3/16" TEMPERED f,I ACS 7/16" AIR SPACE (5 USED AT CURVED FRAME MEMBERS ONLY. 11-718" O.C. MAX NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT '.FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT, OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR .090" SG INTERLAYER --3H6" ANNEALED GLASS 5/8" GLASS BITE GLASS TYPE 5 • T SHORT SIDE SHORT SIDE LONG SIDE -► �+- LONG SIDE -1 TABLE DIMENSIONS MAY BE 'ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16"LAMINATED ' GLASS STACK 3/16' ANNEALED GLASS ▪ SIDE 3/16' ANNEALED GLASS ---.090" SG INTERLAYER 5/8" GLASS BITE 13 GLASS TYPE 7 1 SHORT � 1 SIDE LONG SIDE A. PRODUCT REVISED as Cemplyug IVIUI 1 + Fkaida Building Code Aoxpamm N. rains Date BY Miami u i; (941)-480-1600 M V *10(1 0N1 0 0 u 0:0 DESIGN PRESSURE TABLES 3 yr0 03 *0+ MD-720-820.1 'ON 'JMC LL `O V' 144145 co Z along 0y05 • • ••• • • • ••• •• •. • • •• • •• •• • • • • . •. •. •• •. • . • •. • . •• •••. •. . •• • . •. •. . •. • . • • . ... • . •. ... • Window Design Presstif (+/-�ipin for ypta 6i 8• • •• • • • Lag Side )•) • • • • • • 67-7/8 72. 76 - 80 84 88 92 96 100 10* 1199-12 1112 116 .. 900 • 124. 128 132 135 140 144 .. ti Y g '� 30 +90/-130 +901-130 +90/-130 +90/-130 +901.130 +90/-130 +90/-130 +901.130 +90/-130 +961.1"37 T9b130 +087130- +907.130 'm-1'81 6 +90/-130. +90/-130 +901-130 +90/-130 +90/-130 +96-130 32 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90f-133 +90/-130 +90/-130 +901.130 +901-130 +90/-130 +90.'-130 +90/.130 +90/-130 •901-130 +901.130 +901-130 34 +90/-130 +901-130 +90/-130 +90/-130 .90'-130 +90/-130 +901-130 •90/-130 +90/-130 -+90/-130 ' +901-130 +90/-130 +90/-130 +901-130 +90/-130. +90/.130 .901-130 36 +90/-130 +901130 +90/-130 +901.130 .901-130 +90/.130 +901-130 +901-130 +90/-130 +901-130 +901-130 ♦901-130.. .+90/-130 +901-130 +901-130 +90/-130 38 .901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 .901.130 +90/-130 • 99011830 +90i0130 e961-128.! R�-12755 • 40 .90/-130 +901-130 +90/.130 .90/-130 .90-130 +90/-130 -.90/-130 +9M-130 +90/-130 +96-12678 +90/-�si 3j .12/-1g2. • • • • 42 +90/-130 +90/-130 +90/-130 . +90/-130 .90'-130 +90/-130 +90/-130 +901-129.3 +901-123.2 .90'-119.7 1+410/-Q0.4: • : • • - • - - -- 44 +90/-130 +901-130 +90/-130 +90/-130. +901.130 +90/-130 +90/-130 +90'-124.5 +90/-119.4 .90/-115 • . 4 • • - • • • • 48 .90/-130 .901-1311 +901-130 .90/-130 +90'-130 +90/.130 .90-126.9 *96.120.5 +9W-115.3 • • • 1 • • • -• • • • • 48 .90/-130 +901-130 .90/-130 +90/-130 +90'-130 +90-129 7 .90/.123 +901-116.5 -_ - 50 +90/-130 +901.133 +901-130 .90/.130 .901-130 .901-120.2 +89.4/-119.5 52 . +90/-130 +901-130 +9N-130 +901-130 .901.130 .+88.81-123 54 .90/-130 +901-130 -+90/-133 +901-130 +88 81-127.1 56 .901430 +901-130 +90/-130 +8941-129 58 +90/-130 +901-130 +90/-130 60 .901-130 +90/.130 +89.6/-129.3 - 62 +90/-130 +901-130 64 +90/-130 .901.130 - 66 +90/-130 67-718 +90/-130 NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPUES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. 00 NOT USE WITH FIN -FRAMED WINDOWS. 7/16' LAMINATED GLASS STACK 4/ i 3/16" HEAT STRENGTHENED GLASS 1 el ,\„ B USEDATCURVED S FRAME MEMBERS ONLY 29 FI 11-7/8' O.C. MAX. GLASS BITE et II ill C13\ GLASS TYPE 6 EXTERIOR a 090" SG INTERLAYER 3/16" HEAT STRENGTHENED GLASS 1-1216" NOM. GLASS STACK 3/16" TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY fg 11-7/8' O.C. MAX EXTERIOR e. 7/10" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS. 3/16" HEAT STRENGTHENED GLASS -.090' SG INTERLAYER 5/8' GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE SHORT SIDE L h+- LONG SIDE H- LONG SIDE SHORT `SIDE SHORT SIDE LONG SIDE PRODUCT REVISED as complying with the Florida dding Code .. Ayaep:ance Nu C4P�9.2131 cn a aio0 +181 U) J W tY to CO cc a Z 0 W 3Sa3 A. LYNN MILLER, P.E PE.• 68705 MD-720-820.1 'ON JMO W O W iaays CO Z aicog r- W as 1a5 • ••• • • •• • • • • • • •• •• •• • •• • ••• • •• •• • • • • • • • • • • • • •• • • • •• • • • • • • •. • INSTALLATION TYPE A EDGE DISTANCE 2X W000 BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT 1 1 O WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT A10 EXTERIOR a VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3/4" Stiff Q 1/4' L1/4 MAX 1 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY (g1 11-7/8" O.C. MAX. 21 EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM {4— 812 STEEL S )SMS __\ (G5G5), SEE SEE TATA BLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING F1/4" MAX SHIM EMBEDMENT • INSTALLATION TYPE B EDGE DISTANCE VERTICAL SECTION B-B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET INV4kLL%TDON • TYPE G • • • EMBEDMENT (. • •• .1/4" e • - 1 SHIM • • • • • • •• • • • • • • • • • • • • • • IX WOOD BUCKSTRIP, • • • • • • SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT. AND EDGE DISTANCE PER SUBSTRATE, • • COE TABLi*THIS`NEET • • • • • • • • • • • • • • • • • • • • •• MIAMI-DADE APPROVED MULLION {SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD: SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET ■ 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EXTERIOR m �1 fU 11 VISIBLE LIGHT VIADTH= WINDOW BUCK WIDTH-,2-3/4" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A LE EMBEDMENT • CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrata Min. Edge " Die. Mil. Emb•11ment Max O.C. Spacing 012 or 014 410 SS ScrewAluminum; P.T. Southern Pine (SG=0.55) 9/16' 1-3/8• 12" 6063-75 min. .3/8' 0.067 • - 12' A98 Steel •3/8" 0.063" • 12" Steel Stud, Gr. 33 min. 3/8" 0.045' (18 Ga) • 17 7/12 or N14 Steel Screw (GO) P.T. Southern Pine (SG=0.55) 0/18' - " 1-3/7 12' Aluminum, 808.3-T5 min. 3/8" 0.063' • 17 A36 Steel 3/8' 0.063" •: 17 Steel Stud, Gr. 33 min 3/8" -... 0.046• (18 Ga) • 17 114"010 SS CmteFTex Unpmuted CMU. (ASTM 0-90) 2-117 1-1/4" 17 Cone a In 3 35.k ll 1' 1s914'- 17 Concrete (min.' 2.85 ksl) . 1• 1.3/4' 17 1/4' Steel lMracon ,.5,4461teN n 4Yr • =,6:r Unpmuted CMU, (ASTM C-00) 2-112' 1-1/4' 17 Grouted CMU, (ASTM C50) 2-117 1.3/4" 17 5/16" Steel UKtacoh Canor•te (rein. 3.6 kat) 1-1/4' - 1-3/4' 17 Graded CMU, (ASTM C-90) 2-1/7 1-3/4" 12" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. CONCRETE PER ANCHOR INSTALLATION NOTES: REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS '1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12". IX WOOD BUCKS ARE OPTIONAL IF. UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X"ARE 1-1/7 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF,A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. EDGE DISTANCE PRODUCT REVISED - as <emptyingweh the Florida Building Cede i�0'D�ia�.l Acmptmad No • 4" ramiratils Date M/4Mi n woo 0) W z 7 z 0 co O X 4101 Y h O to O 0 T5 Z 0 z uJ Z 5 Os00 CO CO O 1 0 'ON Ito 0 0 CO laa45 co Z aloaj N N CO 0 0- ysS • • ••• • • • ••• •• •• • • • •• •• - • • • •• •• •• • • • • • • • • • • • • • - • • • • • •• • • - • • 000 • • • • 000 INSTALLATION TYPE E EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET WINDOW BUCK HEIGHT Fa EXTERIOR a VISIBLE LIGHT HEIGHT' WINDOW BUCK HEIGHT - 2-3/4' 11 EMBEDMENT EDGE DISTANCE L1/4" MAX 2 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/B" O.C. MAX. 21 #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET L INSTkLLATLON INSTALLATION • E G• .TYPE F • • • , • E9I/BEDMEIff ' • • 1/4"14 1• SHIM Ali 6 •--� • ••• • • • ••• •• • •• • • • • • • • • 000 • • 1X WOODBUCKSTRIP, • • • • SEE NOTE 2, THIS SHEET • • • • • • • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, :THIS SHEET • •• ••• •• • - • • • • • • l \ • • • • elOp CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM —+{ r•— —% // // INSTALLATION TYPE H 1/4" MAX SHIM 11 0 EXTERIOR EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET • EMBEDMENT INSTALLATION TYPE F EDGE DISTANCE CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT SAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D INSTALLATION NOTES: VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH 0 • HORIZONTAL SECTION C-C TABLE 9: EMBEDMENT c EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor SubaVate Mat Min.Min. Embedment148 Spacing N12 or N14 410 33 Screw P.T. 9outhem Pine (SG..0.55) 9/1" 13/8' 17 Aluminum, 6083-T5 min. 3/8' 0.087 • 17 A38 Steel 3/8• 0.08T• 17 Steel Stud, Gr. 33 min. - : 3/8" 0.046" (18 Go)• ..12' N12 or 114 Steel Screw (GS) P.T. Southern Pine (SG=0.55) 9/16" 1-3/8' 17 - Aluminum, 800345 min. 3/8- - 0.083' • 17 A38 Steel 3/8" 0.083' • 12 Steel Stud, Gr. 33 min. 3/8' 0.04T (18 Ga) • 17 1l4' 410 SS CleteFlei Ungro4led CMU; (ASTM C-90) 2-1/2' 1-1/4' 17 Corrcrote (min. 3.35ksl) - 1' _ 13/4' 12" 1/4" Steel (Htraeon Concrete (min. 2.85 kat 1' ,1-3/4"- . 17 Concrete (min. 2.85 ka0 2-1/2' 13/8' 17 Ur fouled CMU, ASTM C-90) 2-1/7 1-1/4' 12 Grouted CMU, (ASTM 0-90) 2-1/7 1-3/4" 17 5/16' Steel UBraeon Concrete (min. 3.5 kat) 1-1/4' 1-3/4"17 .. Grouted CMU, (ASTM C-90) . _ 2-1/7 13/4" 17 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. ,1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT: AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THIN 1-1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-1R" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULUON NOA APPLIES TO WHOLE SYSTEM. F410TXJCT REVISED as temple* with the Flrridn Etw'idin6 Codc Accepter= No LW" Bzpmticn Due O 'ON 9/A0 0 r` zz a/oO� NN t, '? 00 ao_ u.s ••• •• •• • • • • • •• • • •• • • • • -• • • • • • • • ••• •• • •• •• • • •• •• • • • • ••• •• • •• • • •• •• • • • • • • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE I EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 23/4" 0 F• EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET M 11 USED AT CURVED 29 FRAME MEMBERS ONLY 11-7/8" O.C. MAX. INSTALLATION TYPE J EDGE EDGE DISTANCE DISTANCE 1/4" MAX SHIM EMBEDMENT 1/4" MAX. SHIM INSTALLATION TYPE L 410 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET [1/4"..MAX SHIM kw-- EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT \_. AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INS! LLAlMON T'/PEJ : • • • _ 1/4•0 ••• SHIM • 2X WOOD BUCKSTRIP OR FRANONGWEE• • • • • • • • NOTE 2, 'PHIS SHEET • • • • • • • • •• • • • T'P.iNCIOR•T‘PE, EMBEDMENTPyID • *EDGE D►STMNCr•PEID SUBSTRATE•. • • SIMTABLE ID. Tait SMEBIr• / • EXTERIOR MIAMI-DADE APPROVED MULUON (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR. STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET VERTICAL SECTION F-F VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2314' WINDOW BUCK WIDTH HORIZONTAL SECTION E-E TABLE 10: • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING. SEE • • NOTE 2,THIS SHEET 0 INSTALLATION TYPE K J! EMBEDMENT EXTERIOR Anchor _. Substrate Min, Edge Distance Max. O.C. Scpakg 2-1/2" x .113' Box Nal P.T. Southern Pine (SG-0.55) 5/16' '5' 2.1/2" x-.131'.Common Nail P.T. Sauthem Pine (SG=0,55) 3/8' 5" 2-1/2' x .145' Roofing Nell P.T. Southern Pine (SG-0.55) 3/6" 5' _ - km x 1" Steal Screw' P.T. Southern Pine (SGf0.55) 1/2" 8' Aluminum, 6063-T5 min 5/16" .5" 1n5'A36Steel SHE 5" 0.045 (1a Ge1 steel res. Gr. 33 5n6" 5" • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2: WOOD BUCKS DEPICTED ON THIS SHEET AS'1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X"ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF JURISDICTION. WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING _.. 3. FOR ATTACHMENT TO METAL: THE S1RUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as complying wida the Merida Building Code A c*pfapee No KO'O Pi.Oue Owe ?Mile Product 119 (941)-480-1600 O O LY e u oil m •nay 0 O `oN 0/A0 LL 0 oD 7M"45 Z alas 00 r9 %Y1 uSOO seuas A. LYNN MILLER, P.E. P.E.# 53705 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • - • • • • INSTALLATION TYPE M IFOR THIS INSTALLATION METHOD ONLY. ANCHORS MAY 8E NO • MORE THAN 7 O.C. WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT • WINDOW BUCK HEIGHT - 2-3/4' INSTALLATION TYPE N EMBEDMENT EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET ■ EMBEDMENT 114" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. 11 ) SEE TABLE 11, THIS SHEET USED AT CURVED `--(2_9) FRAME MEMBERS ONLY 11-7/8" Q.C. MAX EDGE DISTANCE 1 EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT 114' MAX. SHIM INSTALLATION TYPE 0 ' FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY, • MORE THAN 6' O.C. I 812 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 4-1/4',MAX SHIM VERTICAL SECTION H-H t • IN4SSALLATI2:O TYPE M • EMBEDMENT SHIM • ••• •• • • • • • • • ••• • INSTALLATION TYPE N IX WOOD BUCKSTRIP. SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING•SEE • • • • • • • • • • NOTE 2. Th85 SHEET • ••• • • • • •• • • • TYP. aMMIOR4711PE, EMBEDMENT ARID '•' ' • eED•E DISTA►10EIPEI SUBSTRATE• �• b I • • STE TABLE A, TMM•MNEEE • EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP,. SEE NOTE 2, THIS SHEET VISIBLE LIGHT WIDTH • WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TABLE 11: EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT. EXTERIOR ' EDGE DISTANCE ,.Anchor .Substrate Min. Edge Distance Min. Embedmeri - Max. 0.C. Spacing #12 or #14 410 SS Screw P.T. Southern Pine (5G=0.55). 9(16'. 13/8' 6' Aluminum, 6063-T6 min. 9/6' 0.063" • • 6' A36 Steel - - Ur, 0.067 • 8' Steel Stud, Gr. 33 min. 3/8' 0.045' (18 Ga)' 6" #12 orlil4 Steel Screw (GS) P.T. Southern Pine (SG=0.56) - 9/16' 1J18' 6' aumlrum. 6063-T5 min..3/8'- D069'' 6' A36 Steel , 3/8" 0.083"_ 6' Steel Stud, Gr. 33 min. 3/8'- 0.045' (18 Ga) • 6' 114' 410 SS CmteFle7t Urgrouted CMU, (ASTM C-93) 2.112 1-1/4' 12' Concrete (rit. 9.95 kW) 1' -13/4' - 12 1l4' Steel Ukracan - - - Concrete (min. 2.85 kel) 1' 1314' 17 Concmte (MA 2.85 kei) -2-1/2 -"" " 1-3/8' 12 Urgrouted CMU, (ASTM C-90) 2.112 1-1/4' 12' Gnarled CMU, (ASTM 0.80) 2.112' 1314' 12' 6/16' Steel Ulhacon Concrete (min. 3.6 key 1.1/4' - 13/4' 12' Grouted CMU. (ASTM C-90) 2-1/7 13/4' 12 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX', ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS THAN 1-1/2. 1X W00D BUCKS ARE OPTIONAL IF UNIT. CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. W000 BUCKS DEPICTED AS '2X• ARE 1-12' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. FROOl ICT REVISED ceuuptyia6 with die Florida 8,xtding Codc AuxNastae No Pcpiretios Date m (941)-480-1600 ro N a a7cr1 0 8 8 FIN INSTALLATION "sad 03 MD-720-820.1 'ON GNNG 11. 0 KA 7a.4S H 2 0/e'S NN 00 .a • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • •••• • • • •• • • •• •• • • •• • • •• ••• • • • • • ••• � d (ion. ALL CORNERS TO USE GASKET AND/OR SEALANT • • ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90° CORNER FRAME ASSEMBLY EQUAL -LEG FRAME FLANGE FRAME ANGLED/CURVED FRAME ASSEMBLY r /� /G /�� EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH. INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS • • • • ••• ••• • •• • • • • • • • •• • • • • • • • ••• • • • •• • •• • • • ••• ••• • ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FIN FRAMES 90°CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY / / MITERED FRAME WRH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS cn PRODUCT RSViSED. aS t: m$yWS with he Florida Buddies Cade ACCg1GWCC Nu, - 0 Eapineion Date M':: Chair Prauet ro (941)-480-1600 a50Q m �aa MD-720-820.1 oN DAG u-. 0 a:4S Z' sayas • • ••• • • • ••• •• .• • • •• • •• •• • • • • • •• •. •• •• • • • •• • . •• •.•• •• • •• • • •. •• • •• •• • • • • ••• • • • • •.• TABLE 9: Item il PGTPart • Description Materlal 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equaleg Frame Alum. 8083-T5 3 4256 Integral Fin Frame - Alum. 6063-T5 4 4255 7/18' Lami. Glass Beading, Alum. 8063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Corer Alum. 6063-T5 6b 4224 Instalation Fastener Cowr Rigid PVC 10 70589C Gasket (at 90' comerjoints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip' Flex PVC, Duro. 65 +1-1 13 Dow 899,'GE 7700 Silicone cr Equiv. 20 71652K Setting Block, Mono. 3/16' x 7/16" x 4' Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 13/32" x 4' Neoprene, Duro. 85 +/-1 29 #6 x 1-1/4' FH SMS Stainless Steel 30 781PQX. #8 x 1' Quad PH SMS Stainless Steel STRUCTURAL POLYISOBUTYLEN WITH DESICCANT SILICONE 1/4" NOM. STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS-v//l V / I EXT. GLASS \—INT. GLASS 75 KODISPACE 4SG TPS TABLE 10 • •• • • 2.784� .ego• �l i-- i • • • • • • • .074" Z • • 1 .I— . • • 1.375' I .438" 1 .500" • ••• • • 2.784' -•- • .094• --J I•:.— f+ 1.875" 1.000' .500' • --'0z1. lr I r .962" .438' } J�i •fin•/.ear • • • • •$ • . • • • • �!_.,.I� .050"fO.O•' _ I _i i • • } } O FLANGE F& ME • • • • •• #4253C, 6069-T9 • • • • •• • • • • • •• •• 1206" .875' F�1-•*— .050" 3/16" & 1/4" OGLASS BEADING #4258, 6063-T5 HOT -MELT BUTYL 3/16" NOM. DINT. GLASS SUPER 70 SPACER®NXTT" Part* Description Material 75 Kommerling 4SG TPS Spacer System See thisSh Mat e i Tor Materials 78 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal )IL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, BUTYL & DESICCANT FOAM EXT. GLASS EQU44EG FRAME #4285 6063-T5 +--�{ .346" 3 FIN FRAME #4256,6063-T5 —�{ 1.037" r_ 8-715— II � G t}I� LG. GLASS INSTALLATION BEADING FASTENER COVER #4254, 6063 T5 sa #4270, 6063-T5 ALUMINUM REINFORCEMENT 5/16" NOM INT. GLASS DURASEAL® 77 SPACER POLYISO- BUTYLENE SEAL. ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL 7a,XL EDGE'" 'SPACER INT. GLASS PRODUCT REVISED as wmphaa8 WaA.,e Florida .: Bwlding Code Ace No 1 F..oira i n Date edr Prodixt JR - 05/05/16 - ADDED THIS SHEET WITH SPACERS 8 MOVED PARTS. co O O uw.J O K W z 0 0 z Q to Z 0 1n IX 2 co0 0se0 03 ^aN laat/G z are,s N W 00 as wuas PRODUCT APPROVAL NUMBER: NOA #17-0512.23 • • . • •. • ..• • • • OPENING IDENTIFICATIONS; • • . Between Openings 6/7 ••'••' Between Openings 8/9/10.•; Between Openings 14/15/16 Between Openings 18/19 • • • • • • • • • • • • • • • • • • • • • • •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. _ 16115 NW 52°d Avenue Miami Gardens, FL 33014 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 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • • • DESCRIPTION: Series "ML-100" Aluminum Tube Mullion — L.M.I. • • • APPROVAL DOCUMENT: Drawing No. W04-05, titled "Aluminum Tube Mttl4it rs&, she&s 1 Vrough•7• • •: • of 7, dated 05/02/04 with revision F dated 04/16/15, prepared by AI-Farooq Corildt"atitlh, signed hnd seale:11w: by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revisionla!np witl:tltebtiotice bf Acceptance number and expiration date by the Miami -Dade County Product Control Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •. • •. • ..:. LABELING: Each unit shall bear a permanent label with the manufacturer's:$tiU:or logo, bity, state, model/series, and following statement: "Miami -Dade County Product Control Appro fed", unieNpetherwite noted herein. • • •• •• •••• RENEWAL of this NOA shall be considered after a renewal application has been filed and ther•eiras 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# 13-1112.16 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. MIAMI-DADE COUNTY APPROVED NOA No. 15-0512.23 Expiration Date: August 19, 2019 Approval Date: February 11, 2016 Page 1 • .•• . • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die•drawings and sections. (Submitted under NOA No. 04-0608.05 and 09-0128.14) 2. Drawing No. W04-05, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04, with revision F dated 04/16/15, prepared by A1-Farooq 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 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 diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4024, dated 01/14/04, signed and sealed by Edmundo J. Largaespada, P.E. '• (Submitted under NOA No. 04-0608.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94•••. ' 2) Uniform Static Air Pressure Test, Loadingper FBC, TAB 202-94 • 3) Water Resistance Test, per FBC, TAS 2029t1'. • 4) Forced Entry Test, per FBC 2411.3.2.1, akc '�1S 202-94 . • • • iie along with marked -up drawings and installation diagrana.bf.dlumipy fixed 041G1.•. casement windows mulled together, prepared by Hurricaxc•Evineering• & Testing.: Inc., Test Report No. HETI-03-1346, dated 09/16/03, signed and sealCcj ; Rafaet er.• • • • • • • • Droz-Seda, P.E. • • • ..• . •.. • • • •• (Submitted under NOA No. 04-0608.05) C. CALCULATIONS 1. Anchor . verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 04/13/15, prepared by AI-Farooq Corp., signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel ' , P.E. Product Contra aminer NOA No. 15-0512.23 Expiration Date: August 19, 2019 Approval Date: February 11, 2016 E - 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-4024, dated 01/14/04, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 09-0608.05) 3. Laboratory compliance letters for Test Report No. HETI-03-1346, dated 09/16/03, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 09-0608.05) G. OTHER 1. Notice of Acceptance No. 13-1112.16, issued to R.C. Home Showcase, Inc. for their Series "ML-100" Aluminum Tube Mullion — L.M.T., approved on 12/25/13 and expiring on 08/19/19. • • • • •• ... • • • .... •• . .... . • • • • . • • . .. •• ' •••• • • . • . . • • • • • .• • • . • • .. . • • • • Manuel P e2 P.E. Product Contr Ex iner NOA No. 5-0512.23 Expiration Date: August 19, 2019 Approval Date: February 11, 2016 E-2 • ••• • • • ••• • •• •• • •• • •• •• • • • •• • • • • ••• • • • • •• •• • •• •• • • • • • • • • • • • • • 4000 6.000 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN RE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON —IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNEO AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON) FLORIDA BULOWG CODE INCLUDING HIGH VELOCITY. HURRICANE ZONE (HVHZ). ALL GLAZING . PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCNRE. ANCHORS SHALL. BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERWL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.).; ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD CURATION INCREASE IS' USED IN DESIGN OF. ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING. BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL ,MEET THE REQUIREMENTS OF THE.2014 FLORIN BLDG. COOS. INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUIREIAENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLIONSIZE WITH DESIGN RATING MORE 'MAN DESIGN LOAD 'SPECIFIED, IN STEP 1 ABOVE. STEP 4 USING ANCHOR TYPES ON SLEET 5 THRU 7 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. • • • • •• •• •• • • • • • • • • •• • • • TYPICAL WINNOW Fg.0 of •• • • �• •• •• • •• • • • • • • TYPICAL GLAZING PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Enir. JAVAD WAD CNL ILA. PE i.70592 ,CAN. 1.000 4.000+ PRODUCT RBVISBD to complying with Iho Florida Building Code Aecep6encg Nn IB'O11. 23 E. . iroliwu De•e R.m1r � A 19 By !//., •. Munn Dade Product ejV to Y 0 241,3 UI Z Id m ALUMINUM T c 8 Wi R R tttiE EoPse is ary $ ro c d_ ac 6 • iu 6 k drawing no. M04-05 (sheet 1 of 7 ) • . ... . . . ... .. .. . •.• . .. .. •• • . . •. •. •. •. • . . . • • • . • • . . . • . .• . . • ... • . •• • .. . MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH. VELOCITY HURRICANE ZONE (HVHZ). L SN2 0400 ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LET WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS. EMBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN. THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMHED TO STEEL/METAL SCREWS, THAT CONE INTO CONTACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE _ INSTRUCTIONS: USE CHARTS' AND GRAPHS AS FOLLOWS. STFP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR. OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING ON SIZE WFTH STEP 4 DESIGNCHARTS RATING MGREETHAN DESIGN '.ON LOAD ET 3 SELECTAIULLISPECIFED IN STEP'1 ABOVE. USING ANCHOR TYPES ON SHEET .5 ''THRU 7 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN. STEP 1 ABOVE. • . .. .. • . 4.000 6,000 • • .. . • . . TYPICAL WINDOW FRAME . ... .. • • . . 3.000 TUBULAR SHAPES ALLOY a 6083-T8 TYPICAL GLAZING PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW -0R DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Engr: UAVAD AHMAD CML C.A FlA.. PE / 353E 7W' 92 N. 1/300 4.000- PRODUCT REVISED iv complyiu$ with 1We Plaids lding Cods Acicepts 4 NO S-0514.2 3 'Ad Dec awl By ✓L: ��_ �. Product 61 (n 2 0 W CD 1- 2 J 0 0 00 0 5 S 0 3 hil drawing no. M04-05 (sheet 1 of ' 7 • • ••• • • • • •. •• • • •• • •• •• • • • • •• • •• • • ••• • • • • •• •• • •• •• • • • • • • •• •• • • • • • 3.000 j-1.000�.125 a.125 IX 6 4 0.950 Sx IN'3 0.834 1 X 3 STD. MULLION 6063-16 4.000 _E.125 —1- .125 IX IN-4 2.037 Sx IN'3 1.019 1 X 4 STD. MULLION 6063-16 4.000 r 2.000 11 a25 —.125 IX W'4 2.976 Sx- IN-3 1.488 2 X 4 STD. MULLION 6063-16 4500 j_1S0.. -GI • • .486 •• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • 3f8 • • 'v• • • • 590 Ix IN'4 Sx IN 3 6.659 2.878 1-1/2 X 4-1/2 CUSTOM MULLION 6063-T6 • • • r-2.000-1 rae5 • •••i •• .} • • 1 • • • • • • • • • • • •• • • •• • • • • • • • • ••� Ix IN'4 8.276 Sx IN'3 2.759 2 X 6 STD. MULLION 6083-76 .125 r2.000--I 6.000 Ix w'4 15.203• Sx IN'3 5.068 2 X 6 HEAVY MULLION 6063-T6 J-.230 .125 2.0110 L F— 2.000--I 1-3/4' MIN. FOR 3' TUBES 2-3/4' NIN. ALL OTHERS ANGLE CLIP 6063-76 .730' .125— 2125 NOTCH OPTIONAL a 5.500 MULLION CLIP 6063-T6 .125— -1:730—j 2.125 5300 MULL ION CLIP 6063-16 Engn JAVAD,AHMAD CML FTA 3 PE,/55370E592 C.A.1t. 02015 PRODUCT REVISED as complyi6ry with Wo Florida Building Bode O512.5 1g-/��j AccclNalce No galiun Daft eon By M' i ' ode hoduct a Z ALUMINUM TUBE MULLIONS FAX. (786) 464-1582 C51S n n n 'Z+ouum 4 r 1 n M . 4i J drawing no.1 M04—.051 sheet 2 of 7 • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •• • • • • • ••• • • • • • •• •• • •• •• •• • • • • • •• •• • • • • • • DESIGN LOAD CAPACITY - PSF (TUBE MULuONS) DESIGN LOAD'CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE .MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPAN 19-1/6" 26-1/2" 30" 37' 42' 48" 54" 60" 66" 72' 19-1/8" 26-1/2' 30' 37- 42' 48' 54" 66' 72' 38-3/8" 50-5/8 1 X 3 STD. 150.0 1 X 4 STD. 150.0 2 X 4 STD. 150.0 1-1/2 X 4-1/2 CUSTOM 150.0 2 X'6 STD. 150.0 2 X 6 HEAVY 150.0 150.0 150.0 150.0 150.0 130.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 137.8 150.0 150.0 150.0 150.0 150.0 124.0 150.0 150.0 150.0 150.0 150.0 112.7 150.0 150.0 1.50.0 150.0 150.0 103.3 150.0 150.0 150.0 150.0 160.0 150.0 160.0 150.0 150.0 150.0 150.0 150.0 142.5 115.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 101.8 150.0 150.0 150.0 150.0 150.0 89.1 143.1 150.0 150.0 150.0 150.0 79.2 127.2 150.0 150.0 150.0 150.0 71.2 114.5 150.0 150.0 150.0 150.0 WINDOW DIMS: WIDTH (W) 19-1/8" 28-1/2' 30" 37" 42' 48" 54' 60" 68' 72' 19-1/8' 26-1/2' 30' 37" 42' 48' 54" 64.8 104.1 150.0 150.0 150.0 150.0 59.4 95.4 139.3 150.0 150.0 150.0 68' 72" MULL SPAN 74-1/4" 84' I X 3 STD. 74.6 53.6 1 X 4 STD. 150.0 115.4 2 2 4 STD. 150.0 150.0 1-1/2 x 4-1/2 CUSTOM 150.0 150.0 • 24If 6 • sY 6 BEVY 158.0 1c1Q1a WWI 47.5 101.9 148.9 150.0 150.0 150.0 '38.5 82.5 120.7 150.0 130.0 150.0 33.9 29.7 72.8 63.7 108.4 93.1 150.0 150.0 150.0 150.a • L50.0• 150.4 26.4 56.6 82.7 150.0 150.0 23.8 51.0 74,4 150.0 144.1 81 :• 160.4 21.6 46.3 67.7 136.7 131.0• • 150.l° 51.5 37.2 42.5 110.4 '62.0 150.0 125.3 150.0 120.1 150.0 150.0 150.0 79.7 110.4 150.0 150.0 150.0 32.8 70.4 102.8 150.0 150.0 150.0 26.6 57.1 83.4 150.0 150.0 150.0 23.4 50.3 73.5 150.0 150.0 150.0 20.5 44.0 64.3 143.8 40.8 150.0 39.1 57.1 127.8 125.1 150.0 51.4 115.0 112.6 150.0 32.0 46.7 104.6 102.4 150.0 29.3 428 95.9 93.8 150.0 ODOR :Axis. •WIDTH•(W) 19-1:8" 26.1026 30' 37" • 42'• • 4�61-• • i • • 8D' • • 66.• 72' 19-I/6" 26-1/2' 30" 37' 42"' 48' 54. 60' 66' 72' MOLL 46PAM • • • • • It% STD • ••• • • • 1 X4• ST!} 34.9 29.3 2 X 4 STD. 55.3 39.9 .1-1/2 x 4-1/2 CUSTOM 123.8 69.3 2 X 6 STD. 150.0 111.0 2 X 6 HEAVY 150.0 150.0 24.1 35.3 78.9 95.1 150.0 28.5 84.0 79.5 146.1 • • 4 •12 • • • 4 •• 1 • • 4 • • • •8 • • •• 25.2 22.0 .56.4 49.3 70.1 61.3 128.7 112.6 43.8 54.5 100.1 132' • • 4 39,5 49.0 90.1 35.9 44.6 28.5 41.6 32.9 93.0 40.9 115.8 81.9 75.1 150.0 20.5 30A 67.1 63.4 150.0 26.5 59.3 73.7 135.4 21.5 48.1 59.8 109.8 42.4 52.6 96.7 37.1 46.1 84.6 32.9 40.9 75.2 29.6 36.8 67.7. 27.0 33.5 81.5 24.7 30.7 56.4 19-1/8' 26-1/2' 30' 37- 42" 48' 54' 60" 66" 72" 60. 141.3 130.0 150.0 150.0 150.0 150.0 102.0 150.0 150.0 150.0 150.0 90.1 150.0 150.0 150.0 150.0 150.0 150.0 73.0 132.2 150.0 150.0 150.0 150.0 64.3 115.3 150.0 130.0 150.0 150.0 56.3 101.9 148.8 150.0 150.0 150.0 50.0 90.6 132.3 150.0 150.0 150.0 45.0 81.5 119.0 150.0 150.0 150.0 40.9 74.1 108.2 150.0 150.0 150.0 37.5 67.9 99.2 150.0 150.0 150.0 19-1/8' 26-1/2' 30' 37" 42" 48" 54" 60" 66" 72' 98' 34.5 24.9 74.0 108.1 150.0 150.0 150.0 53.4 78.0 150,0 150,0 150.0 22.0 47.2 06.9 150.0 150.0 150.0 38.2 55.9 125.0 139.8 150.0 33.7 49.2 110.1 123.2 150.0 29.5 43.1 96.3 107.8 150.0 26.2 363 85.6 95.8 150.0 23.6 34.4 77.1 88.2 150.0 21.4 31.3 70.1 78.4 144.0 28.7 64.2 71.8 132.0 30" se 66" 21.9 32.0 71.6 89.0 150.0 23.1 51.7 64.3 118.0 20.4 45.7 05.5 104.3 37.0 48.0 64.5 32.6 40.5 74.5 28.5 35.5 65.2 31.5 57.9 22.8 28.4 52.1 20.8 25.8 47.4 23.7 43.4 19-1/8" 63' 66" 72' 122.1 150.0 150.0 150.0 150.0 150.0. 88.1 150.0 160.0 150.0 150.0 150.0 77.6 63.1 147.9 119.9 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 55.6 105.6 150.0 150.0 150.0 150.0 48.6 92.4 135.0 150.0 150.0 150.0 43.2 82.2 120.0 150.0 150.0 150.0 383 108.0 150.0 150.0 150.0 98.2 150.0 150.0 150.0 32.4 51.6 90.0 150.0 150.0 150.0 26-1/2" 42" 72' tar 24.2 51.9 75.9 150.0 150.0 150.0 37.5 54.13 122.6 150.0 150.0 33.1 454 108.3 134.5 150.0 26.9 39.2 87.8 109.1 150.0 23.7 34.6 77.3 96.1 150.0 20.7 30.2 67.7 84.1 150.0 26.9 60.1 137.3 24.2 54.1 67.3 220 49.2 61.2 112.3 20.2 45.1 56.1 103.0 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ARCHES TO BE INSIXIMIE0 MULLION PRODUCT PRODUCT TYPICAL' MULLION ARRANGEMENTS CLADNG PRODUCT -GLAZING PRODUCT 31 MUWON SPAN CML 2015 PRODUCT REVISED as complying with tho Florida Buildiag Code nation Dale *011 hot 0 ALUMINUM TUBE if 4.1 fdrawing no. M04-05 sheet 3 of 7 • • ••• • • • • • • •• •• •• •• • •• •• • • •• • •• •• •• •• •• • •• • • •• • ••• • • •• • • •• •• • •• • •• • • • • • • • • • • • DESIGN LOAD CAPACITY PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 'WINDOW DIMS. WIDTH NO 19-1/8' 26-1/2' 30' 37' 42' 48' 54' 60' .66' 72' 19-1/8' 26-1/2' 30' 37' 42' 48' 54- 66- 72" 1.11.31.1. SPAN 38-3/8' 50-5/8" A2 150.0 A4 150.0 ANCHORS TYPE AA2 150.0 AA4 150.0 B2 150.0 Bd 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0' 150.0 150.0 150.0 150.0 150.0 122.9 150.0 150.0 150.0 150.0 150.0 108.3 150.0 150.0 150.0 150.0 150.0 94.7 150.0 150.0 150.0 143.2 150.0 ' 84.2 150.0 150.0 150.0 127.3 150.0 75.8 150.0 145.1. 150.0 114.6 150.0 68.9 137.8 131.9 150.0 104.2 150.0 63.2 150.0 126.3 150.0 120.9 150.0 150.0 150.0 95.5 150.0 150.0 150.0 130.1 150.0 150.0 150.0 150.0 150.0 114.9 93.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 121.E 150.0 150.0 82.1 150.0 150.0 150.0 107.1 150.0 71.8 143.6 137.5 150.0 93.7 150.0 63.8 122.2 150.0 83.3 150.0 57.5 110.0 150.0 75.0 150.0 52.2 1' . 47.9 95.6 100.0 91.7 150.0 150.0 682 62.5 136.4 125.0 WINDOW DIMS. WIDTH (W) 19-1/8' 26-1/2' 30' 37' 42' 48' 54' 60' 66' 72' 19-1/8' 26-1/2' 30' 37" 42' 48' 54' 72' MULL SPAN 74-1/4' 84' A2 122.9 Ad 150.0 ANCHORS TYPE AA2 150.0 AA• .13E B4• • • 1540 450.0• 88.7 76.4 63.5 150.0 150.0 127.1 150.0 _ 150.0 121.8 15018 11vb • 150A 141 '150.0 w364 15011 • 96.0 150.0 56.0 111.9 107.1 150.0 64.6 150.0 49.0 43.5 97.9 87.1 93.7 83.3 150.0 150.0 • 39.2 35.6 32.6 108.6 78.4 71.2 65.3 150.0 75.0 68.2 _ 62.5 150.0. 150.0 136.3 125.0 • 150.0 •7.4.0• 148.0. 65.8• •31.45 •.19.2: •:18.i_ 113.8 • *07.1 •49.3• 1187: 4 150.0 150.0 76.4 150.0 150.0 150.0 118.5 '150.0 69.3 56:2 138.5 112:3 132.6 107.5" 150.0 150.0 104.7 150.0 84.9 150.0 49.5 98.9 94.7 150.0 74.8 149.6 43.3 86.6. 82.9 150.0 65.4 130.9 38.5 34.6 31.5 (244)69.3 -640 73.7 147.3 58.2 118.3 66.3 132.6 52.3 104.7 60.3 120.5 47.6 95.2 28.9 57.7 55.2 110.5 43.8 87.2 WINDOW DIMS. W9 H (W) 1901/•" 26t ?it• 30"'• 37' ' 42 • 414" • • 20;• • • to' • 72?• 19-1/8' 26-1/2' 30' 3Y 42' 48' 54' 60' 68' 72' MOLLAAN • • • • • • • • 132' • rz• • 7650 S49 A4 150.0 109.8 ANCHORS TYPE AA2 145.6 105.1 AA4 150.0 114.9 134 150.0 150.0 63.0 150.0 48.5 97.0 92.6 150.0 73.3 145.6 39.3 78.6 752 150.0 59.4 118.8 34.6 69.3 66.3 132.6 52.3 104.7 60.6 58.0 116.0 45.8 91.6 26.9 • 84.2 20.2 69.1 53.9 48.5 44.1 40.4 138.3 51.6 46.4 42.2 103.1 92.8 64.4 40.7 36.6 33.3 81.4 73.3 38.7 132.3 77.3 150.0 30.5 104.5 61.1 150.0 49.9 99.8 95.5 isao 150.0 441 88.1 84.4 150.0 66.6 1332 35.7 71.5 68.4 136.8 54.0 108.0 31.5 63.0 60.3 120.5 47.6 95.2 27.5 55.1 52.7 105.5 41.6 83.3 24.5 49.0 22.0 44.1 46.9 42.2 93.7 64.4 37.0 74.0 33.3 66.6 20.0 40.1 38.3 30.3 60.6 18.4 35.7 33.2 703 276 55.5 19-1/0' '26-1/2' 30' 37' 42" 48' 54' 60" 60" 72- 18-1/5' 26-1/2' 30' 37" 42" 48' 54" 4 60' 03' 150.0 150.0. 150.0 150.0 150.0 150.0 109.0 150.0 150.0 150.0 150.0 150.0 97.0 150.0 150.0 150.0 145.6 150.0 78.6 150.0 150.0 150.0 118.8 150.0 89.3 138.5 132.6 150.0 104.7 150.0 60.6 121.2 116.0 150.0: 91.6 150.0 53.9 107.7 103.1 150.0' 81.4 150.0 48.5 44.1 97.0 92.0 150.0 73.3 148.8 88.1 84.4 150.0 00.0 133.2 40.4 144.9 104.5 92.3 74.9 80.8 150.0 150.0 150.0 149.7 77.3 150.0 150.0 150.0 143.3 150.0 150.0 150.0 150.0 150.0 61.1 150.0 150.0 139.8 113.2 122.1 150.0 150.0 150.0 150.0 46.0 131.9 128.3 150.0 99.7 150.0 57.7 115.4 110.5 150.0 87.2 51.3 413.2 42.0 38.6 88.2 68.4 80.3 73.7 150.0 150.0 150.0 147.3 77.5 69.8 63.4 58.2 150.0 150.0 139.6 126.9 116.3 19-1/8' 26-I/2' 30' 37' 42' 48' 54" 60' 66' 72' 19-1/8' 26-1/2' 30' 37' 42' 48" 54" 60' 66' 72' NOTE ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL ORJAMB ENDS, FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 96' 108' :95.1 150.0 150.0 150.0 143.7 150.0 68.6 137.2 131.3 150.0 103.7 '150.0 60.6 121.2 116.0 150.0 91.6 150.0 49.1 98.3 94.1 150.0 74.3 '148.5 43.3 88.6 82.9 150.0 65.4 130.9 37.9 75.8 72.5 145.0 57.3 114.5 33.7 30.3 67.3 64.4 128.9 50.9 '101.8 00.0 58.0 110.0 45.8 91.6 27.5 55.1 52.7 105.5 41.8 63.3 25.3 84.5 50.5 150.0 48.3 150.0 96.7 150.0 38.2 75.3 127.7 150.0 61.0 122.0 116.7 150.0 92.2' 150.0 53.9 107.7 103.1 150.0 81.4 150.0 43.7 67.4 83.6 150.0 60.0 -132.0 38.5 33.7 77.0 07.3 73.7 64.4 147.3 '128.9 58.2 116.3 50.9 101.0 29.9 59.9 57.3 114.E 45.2 .90.5 26.9 53.9 51.6 103.1 40.7 81.4- 24.5 49.0 46.9 93.7 37.0 74.0 22.4 44.9 43.0 85.9 (TA.NC H 0 RS) -33.9- '67.9 19-1/8' 26-1/2' 30' 37" 42" 46' 54' 60' 66" 72' 144' 53.4 126.7 121.3 150.0 95.8 150.0 45.7 87.5 150.0 69.1 138.3 40.4 80.5 77.3 150.0 61.1 122.1 32.8 65.5 62.7 125.4 49.5 99.0 28.9 57.7 55.2 110.5 43.6 25.3 50.5 224 44.9 45.3 43.0 90.7 85.9 38.2 78.3 33.9 67.9 20.2 40.4 38.7 77.3 30.5 61.1 16.4 36.7 70.3 27.0 55.5 ANCHORS 7YPE 18.8 33.7 R. VERTICAL WUJON GLAZING GLAZING PRODUCT PRODUCT WI 132 OR 54 W2 322 .ANCHOIG TYPE AZ A4, 84.4 25.4 50.9 HORIZONTAL 11UWON ARCHtS TO BE INSCRIBED PRODUCT : • GLAZING PRODUCT Atcwit "DEEM j1 GLAZING PRODUCT ANCHORS lYPE 42, Ad MULLION SPAN PRODUCT REVISED at e0111149111twith the Florida Accemence No Wan de 'Wool WI gcl Ri UR 0 ALUMINUM TUBE' MULLIONS drowinq no. M04-05 sheet 4 of 7 1-3/4' MIN. EDGE DIST. 1" MIN. EDGE DIST. 1/4' HILTI KWIK CON II 1-1/4' MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING): 1BY WOOD BUCK 1/4' HILR KWIK CON II 1-1/2' MIN. W000 PENETRATION 2 PER CUP (1 ON EACH WING) /r 1-3/4" MIN. 28Y WOOD BUCK OR W000 STRUCTURE ALTERNATE ANCHOR LOCATION LMULUON CLIP 1/4" HILTI KWIK CON 11 1-1/4' MIN. EMBED INTO MASONRY, 1 PER ANGLE FLOATING CUP #14 SMS 2 PER ANGLE I-3/4" O.C. MIN. L2 X 2 X 1/8' ALUM ANGLE 1/4' HILT KWIK CON A 1-1/2' MIN. WOOD PENETRATION 1 PER ANGLE � 1! �® Y aaaaaaa7m--- u FLOATING CLIP #14 SMS 2 PER ANGLE 1-3/4' O.C. MIN. ANCHORS TYPE 'A2' L2X2X1/O. ALUM ANGLE • • • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1-3/4' • 1-&1/4" WIN. 1/EMBED INTO IAASCAA Y 4' HILTI MIK CON II AIW� 9 • • • • • 4. PEi CUP (2 ON ARCH WING)• EDGE•d�T. • • we. • • • • • ▪ 1� ••.•'• . 1''.MIN.. 1- MIN. EDGE DIST. • • • • • • •• • • • • • • imp w00D BUCK 1/4" HILTI KWIK CON R 1-1/2" MIN. W000 PENETRATION 4 PER CLW (2 ON EACH WING) ALL CUPS TO FIT SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX 0R FLAT HEAD. 1/4'- HILTI. KWIK CAN II 1-1/4' MIN. EMBED INTO MASONRY 2 PER ANGLE FLOATING' CUP 2 X 2 X 1/8' ALUM ANGLE #14 5MS .2 PER ANGLE 1-3/4' 0.C. MIN. FOR 3' TUBE. 2-3/4" 0.C. MIN. FOR AU. OTHER TUBES l/4' HILR KWIK CON A 1-1/2' MIN. WOOD 'PENETRATION 2 PER ANGLE I I 2BY WOOD BUCK 00 W000 STRUCTURE FLOATING CUP #14 SMS 2 PER ANGLE 1-3/4" 0.C. MIN. FOR 3' TUBE 2-3/4' 0.C. MIN. FOR ALL 01HER. TUBES ANCHORS TYPE 'A4' Engr JAVAD AHMAD CML FU. PE 70592' c 2015 L2 X 2 X I/O. ALUM ANGLE PRODUCT REVISED as complying with the Florida Building Code l OSI2.13 Acceptance No •5• Cx. Lmlion Dote 2,TTrjs is %/L..://ii aG i UJ 1J Lai O N "L = N • Ln M �I UJ^N) Z. 53 Ucx r' drawing no. M04-05 sheet 5 of 7 ) • • ••• • • • ••• •• •• • 1• •• •• • •• • •• • • •• •• • • • • • • • • •••• • • • • • • • • • • • • • • ••• • • •• • • ••• 2-1/2' MIN. EOCE DIST. ti 4 1/4' MILT RHIN CON. 11 1-3/4' MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WINO) MASONRY\ OR CONCRETE MASONRY -OR CONCRETE 1.2-1/2' MIN. EDGE DIST. 2 1/2' MIN. EDGE DIST. ALTERNATE, ANCHOR LOCATION MULLION CUP 1/4' HILTI KW1K CON II 1-3/4' MIN. EMBED INTO MASONRY 1 PER ANGLE 7 I I -FLOATING CUP , u- u ALUM 2ANGLE 114 sly 2 " 0.C.PER MIN. 1-3/4' O.C. NIA. J FOR 3' TUBE 2-3/4' O.C. 111N. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE 1/4' HILTI KWIK CON 11 1-3/4' MIN. .EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'M2' 1/4' HILTI WCONE 2-1/2' 4IWI) MIN• • �••4PECUP (2 OII EACH WING)* • • 3 • • • • ••• .. ALL CLIPS TO FIT SNUG INTO TUBE WUXI . TAPCONS MAY DE HEX OR FIAT HEAD. CUPS OR ANGLES CONNECTED -DIRECTLY' TO MASONRY 10 BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS. BITUMINOUS PAINT OR WATER -WHITE MEDUCRMTE LACQUER. - 1/4' HILTI KWIK CON II 1-3/4' MIN. EMBED IHT0 MASONRY 2 PER ANGLE • FLOATING CLIP 2 X 2 X 1/8' ALUM ANGLE 1-3/4' O.C. MIN..//14 SM 2 PER ANGLE FOR,3' TUBE 2-3/4' O.C. MIN. FOR -ALL OTHER TUBES 3 SCREWS PER ANCIE ANCHORS TYPE 'M4' Emir JAVAD AHEAD CML FLAG. PE 1_70592 3538 15. PRODUCT REVISED s1 complying with tho Florida �1.� Building ce No "•-•• iQ.n Piaui Date :7=18ii By Mlw ... . Product o"V emu In z 0 7 J 3 W co 2 •3 z J a FAX. (786) 464-1582 O n N V N0 OUNCE THIS S N0 CHANGE THIS SHEET 0 a 8 S 0 8 2 g� S • (drawing no. l M04-05• shcet sof 7 METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL Fy — 38 KSI MIN. ALUM�NUM : 6063-15 MIN. 3/4' MIN. EDGEDIST. 1/4" OM. TENS 2 PER CLIP (1 ON EACH WING) FLOATING CUP ANCHORS TYPE 'B2' #14 SM5 2 PER :ANGLE 1-3/4' O.C. MIN. / 14 SAS. 2/ CHANNEL #10 F.H. S.M.S. 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION \OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 71 1/4' DUL TEKS 1 PER ANGLE 2 X 2 K 1 0" P4J1M ANGIE TUBE MUWON RUBE MULUON /14 SMS /2 PER CLIP i-1/2' O.C. MIN. /10 FH SIAS 2 PER CUP 1' O.C. MIN. 1-3/4" X 2' X 1/8' (FOR 2BY TUBE) 3/4" X 2'.X 1/8' FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE • • ••• • • • ••• •• •• •• • • •• •• • •• • • • • • • • • • • •• • • ••• •• • •• •• •• •.• • • • • ••• • •• • • ••• METAL STRUCTURES , (STEEL OR ALUM. I/O" MIN.: THICK) STEEL Fy -'36 K51 MIN. ALUMINUM .• 6063-10 MIN. •• •• 1 • 1" •ON • • M 1/4' A. TEKS • e4 j OICUP • li EACH YANG) • • • ••• • • •• • • 4• •• ••• • • • � • • • • • ••• • • • •• I—•—�—•- • •• • • • • • • • • or •• • • • • • ••• ANCHOR DETAIL #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 184* TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHORCHARTS ANCHORS TYPE 'B4' FLOATING CUP /I4 SUS 2 PER ANGLE 1-3/4" 0.C. MIN. FOR 3' TUBE 2-3/4"- 0.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE Ear: JAVAO AHMAD CML FKA PE t5370592 CAN.8 2015 1/4" DIAL TEKS 1 PER ANGLE 2 X 2 X 1 8' ALUM PRODUCT REVISED ie see:plying with the Florida Dulldlug Code Acceptance buten___ *Ai NrWlon We (sheet 7of 7