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WS-18-3316Permit NO.: WS-1'0-1 8-3316 Miami Shores Village i Permit Type: Windows/Shutters 10050 NE 2 Ave 11111assificartion:Miami Shores FL33138 Window/Door Replacement 305-795-2204 Permit status: Approved Issue Date:10/30/2018 Expiration: 04/29/2019 Location Address Parcel Number 864 NE 91ST TER, Miami Shores, FL 33138 1132060050330 Contacts ANTONIO OLIVEIRA Owner THE HOME DEPOT Contractor 864 NE 91 TER, MIAMI SHORES, FL ROBERTO SANCHEZ 2455 PACES FERRY RD C-11 HSC, ATLANTA, GA 30339 Mobile: 9543956426 matt_morales@homedepot.com Description: 1 IMPACT WINDOW REPLACEMENT AND 1 IMPACT Valuation: $ 4,799.10 Inspection Requests: DOOR REPLACEMENT f05-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $140.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $140.00 Check# 17309 10/30/2018 $140.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations 1 pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws and zoning. Futhermore, I authorize the above named contractor to do the work stated. v Authorized Sig re: Owner / Applicant / Contractor / Agent Date October 30, 2018 Page 2 of 2 W # Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER (305) 762-4949 FBC201�b-k BUILDING Master Permit No. UPS I� -3316 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 864 NE 91 TER City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-4-0330 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ANTONIO OLIVIERA Phone#: Address: 864 NE 91 TER City. MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: THE HOME DEPOT USA INC Address: 2455 PACES FERRY RD C-11, ATLANTA, GA 30339 City. ATLANTA State: GA Qualifier Name: ROBERTO SANCHEZ State Certification or Registration #: CGC-1522711 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: hone#: Zip: 30339 hone#: hone#: Address: City: State: Zip: Value of Work for this Permit: $ V, 719. 10 Square/Linear Footage of Work: 2 5 .sf Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 1 I ►nle e. c w ., d...,, re C i a e�,_, �,, a., d r o, PC. << Cl o Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ 120 Z Technology Fee $ J Training/Education Fee $ Structural Reviews $ _ CCF $ 3 CO/CC $ DBPR $ Z Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) II l� Bonc'ng Company's Name (if applicable) Bonc,ng Company's Address i City. State E Zip E _ IVortgage Lender's Name (if applicable) I • r Mcrtgage Lender's Address r City. State i Zip 1 AI)pl;cation is hereby made to obtain a permit to do the cork and insta'lations as indicated. I certify that no work or installation has cc mrnenced prior to the issuance of a permit and tha all work will be performed to meet the standards of all laws regulating cc nstruction in this Jurisdiction. I understand that a s !parate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONEF i, ETC..... O' N,ti,ER'S AFFIDAVIT: i certify that all the foregoing in orination is accurate and that all work will be done in compliance with a!I a fipli:able laws regulating constructioni and zoning. "WARNING TO OWNER: YOUR FAILUF E TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING •MIKE FOR IA IPROVEMENTS 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 l uilding permit with an estimated value exceeding $2500, the applicant must promise In goad faith that a copy of the notice of comet •ncfement and construction lien law brochure will be delivered to the person w: ose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site fo� the ffst inspection which occurs seven (7) days oftt -the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee wil, befcharged. ,signatur tog ry`5igMee. OWNER or AGENT CONTRACTOR a'The foregoing instrument was acknowledged before mi this The foregoing instrument rwas acknowledged before me this �U day of I , 20 J_ J by ./�day of Q U 13 .20 by (t1 f aNl l) oair✓a�', who is personally knr wn to who is personally known to me or who has produced �A A,_A, L . � as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: j NOTARY PUBLIC: /C.�}til:Qc, ` sign: o— Ri — tint: �[�C'C1All 1 Print: ��,� � try Public ou Seed: Seal: "f My Commission Expires MEtMIEPR April 01, 2022 O��Y P�( iif .? •.•"[� OCACCINf * r= CWM111li10r # GG 18a' W it:ttpi•k#.7 Ofct1Mg�`-##+�MI�rlat#x#s#i##i#c k#iM#+FMc##il•f+t*#+Mk#+Yk+lc+b•F##g4oR+t###F+i iF X•.iR#t!#Y4tf iiMV###iY l#Y####ii#f. _ �tMtdiku ,APPROVED BY CJ Plans Examiner Zoning 1 5tr`uctural Review Clerk (11E.srd02/24/2024) 10/302018 Miami -Dade Official Records Print Document Prepared by: Michael S. T, Tobin & Asso 10800 Biscayl Miami, FL 33 305-895-3225 File Number: Will Cali No.: Return to. - Title Alliance 550 Biltmore' Coral Gables, Parcel P.A. Suite 700 Gables, LLC 2B No.11-3206-005-0330 CFN: 20180574652 BOOK 31149 PAGE 553 DATE:09/20/2018 09AT04 AM DEED DOC 3,390,00 HARVEY RUVIN. CLERK OF COURT, MIA -BADE CTY CSpacc Above This Line For Recording Data] t i Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S) This Indenttire made this 23rd day of August, 2018 between Rafael Benedetti and Liliana Kondracki, as husband and wife whosA pst office address is 10 Plain Field Street, Lexington, MA 02421 of the County of Middlesex, State of Massachusetts,] tor'', and Antonio Oliveira and Maria F. Valero Di Zio, as husband and wife whose post an-iceaddress is 8641lE 1 Terrace, Miami Shores, FL 33138 of the County of Miami -Dade, State of Florida, grantee', '1'4'itnesseth that id grantor, for and in consideration of the stun of TEN AND N0/100 DOLLARS ($10.00) and other good and valuable onsiderations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and beuig in Miami -Dade County, Florida, to -wit: Lots 4 and 3, Block 3, GOLDEN GATE PARK ADDITION, a subdivision according to the Plant thereof, as'recorded in Plat Book 6, Page 130, of the .Public Records of Miami -Dade County, Florida. This cdnvyance is subject to the followings 1 Tares and assessments for the year 2018 and subsequent years. 1 Cot dit ons, restrictions, reservations, limitations, agreements and easements of record, if any, but this provision shall not operate to reimpose the same. 3. Zoning -,ordinances. 4. Re,trl tions, conditions, covenants, liens, terms and limitations set forth in the Declaration of Condominium referenced above and all amendments and exhibits thereto. 'and said grantors does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whoms"ver. i ' "Grantor'" and "Grvuee" are used for singular or plural, as context requires. ****Signature Page to Follow**** 1 I i I 9 DoubleTtme" F i Fh2nDGdabYxshi tSMrdg35P52bCRYl1PHKNZgZ2Whhz.A... 112 1, 10/30/2018 Miami -Dade Official Records - Print Document CFW 20180574852 BOOK 31149 PAGE 554 In Witness Milereot, grantor has hereunto set grantors hand and sea) the day and year first above written. Signed, seated, andd d ivered in our presence: Signed, 'ea' ,V *ancss Name:: IR enedetii Na State of County of The foregoing Kondracki, whit [Notary Seat] Warrano, A'ej, L�ilian -�-=Wa- ea 1V44'r umant was acknowledged before Me thisAV— day of st, 2018 by Rafael Benedetti gild Liliana are Personally known or [X] have produced "�drivees li V as identification. a' N ota %ola tic JESSICA JIMENEZ-PA;Z Printed Name. " My Commission F-\pire My COmmission 10FWSSMETTS Expires Form) - Pa-ge 2 DoubleTime 1 Fh2nDGdabYxshItSMrdg35P52bCRYVPHKNZqZ2WhhzA,.. 212 Miami, Buildl�jl 10050 N.E.2tp Miami Shores Tel: (305) 79� Fax- (305) 76 Upon issuer replacemeni the permit by the requi I Upon obta responsibi inspection,' etc. Inspect purpose fo Approval Acknowle' Qualifier/� 1hores Village Department 33138 Inspection requirements for: e of permits for the scope of work involving the removal, changing and/or f any type of windows, doors, sidelites, skylights or fixed glass (cladding) der or qualifier bearing his signature on the permit application shall abide ments of this department and comply with the following statement: ig window and/or door permits for the installation of same, it is the of the permit holder to request window/door framing in -progress )r to concealment of any horizontal or vertical clip mullion, bucks, shims" rill. also verify anchor type, edge distance, embedment and spacing. The us inspection, is for the verification of conformance with Product A). Signature Date Q-7 Print Name 2018 - 2019 HiLLSBOROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30.2019 OCC. CODE - 47926 090-010000 GENERAL NEW BUSINESS CONTRACTOR I Employees Receipt Fee I&OD Hazardous Waste Surcharge 40.00 Law Library Fee 0100 CGCI=717 BUSINESS SANCHEZ ROBERTO C 9208 FLORIDA PALM DR TAMPA, FL 3W19 "Al NAME SANCHEZ ROBERTO C VWLING C/O THE HOME DEPOT ADDRESS. 2455 PACES FERRY RD Paid 17-MI-0'03287 .ATLANTA, GA 3039 BUSINESS TAX RECEIPT DOW BELDEN, TAX COLLECTOR Tit$ BEMMM A TAX REMPT WHe(VALlDATEjx RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY DEPARTMENT OF BUSINE$SAND-PRIPFESSIONAL REGULATION CONSTRUC-Ef 4AN 1; V46-ING BOARD THE GENERA ,,fii i� : ArCONT-la-C-TOR PERT j;q,,UNDER THE PIROVIS64- R10"ISTATUTES ,pF-VjAA;Tf*48i.--F' C R 0 Ek-TT WEB �H'&H k3'0339,--' Aft T LICENSE$ EXPlRAT10N;v7k7TgL ST 31, 2020 . Wxo6 - Always veritv.1icenses.on.line at.M- YlFloridaLicensexom Ell Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document, Ac� ©'R _ CERTIFICATE OF LIABILITY INSURANCE DA3;;dQ $D""'"' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT 1AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate' holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on I this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: MARSH USA. INC. - 7W0ALLIANCE CENTER tAICCl1A IE~AUl ____ __.FAX !+ol _,..,....... 3560 LENOX ROAD, SUITE 2 j00 E-MAIL ATLANTA, GA 30326 i AQDR✓ .SS,_ _. ......._. l INSURER(S)AFFORDINGCOVERAGE 1 NA1C# CN101642069-HorneD-GW-FL 18 tM+� _..._..___.......�.....,_....... . .........._(_�v..,. INSURER A GIB RSQUl3.. t15ur2nC6 C0 24147 INSURED i INSURER B Inded IRS CO Of North America j d3575 THE HOME DEPOT, INC € _.. ,:., mn.__i _ ............................... I ._.... .. .......... HOME DEPOT U.S.A., !NC. INSURER C 2465 PACES FERRY ROAD INSURER D EUILDING C-20 ___ _._...... ....__...___._. .__ .....,._... . ATLANTA,GA 30339 INSURER E: _.- UItElt ................._ ....... ._._._.. _....... ..."""...,... .. F INSURER F : € f:nVFt2AC.'FC r=0TIC1f`ATC fdIIUI21=0- tTr_nna7rrx7a.7A nVarier^Lt THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDINCta ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. � INSR ......__. ..1:.... ........_ .-aodL su�R ....._....,... .,.._.....,...",..._ __ _...._.._.......................... 7 ..._POL3GY EFF j POLICY EXP ..._. ..._..._. _ ___.. ...__.._.... LTR TYPE OF INSURANCE ! POLICY NUMBER MM/DD (Mmmianym i LIMITS A X COMMERCIAL GENERALL(ABICITYM'JsZY 312717 03,01120 18 03:L1i20 1c .I EACH OCCURRENCE S 9,000,000 X 3 1 CLAIMS -MADE OCCUR i (( ;PREMISES (Ea occurrence) S 1�000Q00 } (.IMETS OF POLICY X5' _ j I MEu ExP tarry one pu nn) S EXCLUDED t "OF SIR: 51M PER OCC" ._ .. __ .......... ._._. L.... ...... I_ PE.RSONAL & ADV INJURY .. _ y S__ � 000 000 GENLAGGRFCATELIMI7APPliE5 R: 5 9000000 j X ; POLICY CET LOC :,.GENERALAGGKEUATE PRODUCTS •COMP 0P ACa_ ......_,_.. .......__� _ � �dC 88 OTHER: 1 S .. ..... AUTOMOBILE LIABILITY ! t COMBINED SINGLE LIMIT $ iEa a0gent2.._ . _ _._T..... ............... ...... ANY AUTO i BODILY INJURY Per person) 5 OWNED SCHEOlLED' AUTOS ONLY AUJ OS I . ... ..._ . BODILY INJURY (per ecciderri) $ . .... HIRED ,.... ; AUTOS ONLY At. , O5 ONLY — ........ DAMAGE {P,rO, ac �dan DA 5 ... _._.... ,.._ .......................... .... S $ E UMBRELLALIAB •OCKigUI't i ! fCLAIM5-htADEy EACHOCCURRENCF S . ... _ .^_. ___ .... EXCESS LIAR ? ! !AGGREGATE 5 ._ . ___.._ "..." __.. ..... ...... ._._ _... UFD RETENTIONS B WORKERS COMPENSATION ' ! WLR „6783191 (AL,AR,FL,ID, U10112018 10101019 X PERT U7H JF EMPLOYERS*ILITY YIN .AN YPROPRtETOiZIPARTN R/EXECpUTi\I FRPXCe:f 7 D1 N 1 A € !A kti.,iCY ,.ii74Mi7,NE.NM Ni3,IJIt STATUTE ; ER ._...... — _ E.L EACH ACCIDENT $ _ .... � (Mandatory in NH) SC,SD,Ttd,Ui V,4LNj ClDISEASE - FA EMPLOYEE $ It yes, descrit under DESCRIPTIONN OF OPERATIONS 6ekwa r E.L. DISEASE- POLICY LIMIT ; $ S,OOiI Oa}0 4 Z € I � DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101. Additional Remarks Schedule, may be attached if more space is required) i it E GtK I WIGA I E HOLDER I I CANCELLATION MIAMI SHORES VILLAGE 9 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPT. 1 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 AVE. ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES; FL 33138 AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukheriee 1VL1 bras•: O 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: CNIO1642069 LOC #: Atlanta AC" R" ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY NAMED INSURED MARSH USA, INC THE HOME DEPO 1, INC HOME DEPOT USA., INC POLICY NUMBER 2455 PACES FERRY ROAD BUILDING C-20 AT LANTA, GA 30339 CARRIER NAIC CODE . ... . ............................ - EFFECTIVE DATE: THIS ADDITIONAL REMj FORM NUMBER: 25 RAQUEL G.SWANNCR - CGC1 51481' JEFF MASTERSON - EC001 RICHARD W. MOORE JR. - CACIBI376 BOYSIF RAMOIAL - CRCD46858 BROOK MYERS - CAC1818831 ROBERT G. MAHAN -CCCD5B300 WAYNE A. FRANCIS - CGCO6164 i ROBERTO C. SANCHEZ - CGC1 522,11', WORKERS COMPRISATI(.* Is COV HOME DEPOT INSUREDS— 'ha Herne Depot. Inc. The Horne Depot M SA, Inc, Horne Depot USA, Inc, dba The Horthe I Horne Depot USA, Inc. dba Your Other Horne Depot of Puerto Rico, Inc Home Depot Product Authority. LLC Home Depot Store Support, Inc. Red Sea=, LLC Interline Brands, Inc. Interline Brands, Inc. dba: Barnett Gopperfield Eagle Maintenance Supply Hardware Express Leran Maintenance LISA Renovations Plus SuopyworRs US Luck Wilmar CleanSoutce Jan Pak ArnSan Swum Trayco Zip Technologies ACORD 101 (2008101) IS A SCHEDULE TO ACORD FORM, TITLE: Certificate of Liability Insurance X1331113 CFC1426021 IN THE STATE OF FLORIDA LLC (9) 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JOB# 10829930 WINDOW AND DOOR INFORMATION SHEET r Name OLIVEIRA Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN 1 4 17-0504.01 PD-F 75 75 48.6 52.8 37 83 N N 2 5 17-0411.06 1 PNL 75 75 48.6 65.1 70 47 N N IPNU3PNL= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= EIjTRY VgOjI :.A)M=j2Ikn 1 OF 1 .. ... .. . . . .. . ... . . . ... . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. .... ....... . . ...... . .... ... . . . ... . . 864 NE 91 TER M IAM I SHORES, FL 3313 8 2 • • • • •• • • • • ••• • ••• •• • • • •• • • • • • • • • • • • • •• • • • • •• 108� 9�130' b7-IVI=IRA'S RESIDENCE . ..... . ... . ...... . .... .... . . .... . , FLORIDA BUILDING CODE 2017 - 6th Ed. - ASCE/SEI 7-10 - WIND LOAD TABLES -170, 175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN P5F 170 MPH VELOCITY - EXP05URE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 1 34.6 37.5 46.1 37.8 41.0 50.6 16-20 1 36.8 39.8 49.0 40.2 43.6 53.8 21-30 1 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COU NTI E5 WIND PRE55URE5 IN P5F 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 1 60.1 49.21 53.4 65.9 41-50 47.2 51.2 63.0 51.6 1 56.0 69.1 51-60 49.1 53.2 1 65.4 53.6 1 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY WIND PRE55URE5 IN P51' 170 MPH VELOCITY - FXP05UPE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 1 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 5f .1 .3 31-40 49.8 54.0 66.1 e54.4 59.0 72.8 41-50 51.8 56.1 69.0 ' 56-6 61.3- 95.7 51.60 53.4 57.8 71. .4 63. 8.2 LOCATION EXAMPLE I BROWARD COUNTY, PAW IBEACH AND OTHER CC'J IM S. •' • WIND PRE55UFMIVI.5F . * � •' • 175 MPH VELocnT,e!Eft5URE D.... Building Height Roof Slope less thou 10 degrees . of Slope greater than 10 K�M& Positive Negative Positive NeSntive z4 & z5 z4 z5 z4 & z5 z4" ' z5 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 54.9 59.4 1 73.1 60.0 65.0 80.2 51-60 56.6 61.3 1 75.5 61.9 67.1 1 82.9 LOCATION EXAMPLE MIAMI-DADE COUNTY GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) •••.06800008,�� 10- DIRECTIONALITY FACTOR Kd - .65 (Wind Directionality Factor) '• ••••• `A , F��, �•• • 11- TRIBUTARY AREA: 10 SQF • `�` DE •. 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the •4 0 G� •. Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. �� Q� ,.�'�� C ,ENS a No. 52609 �. PPMF Inc 1 - o'. STATE F ; � •' CA 32459 '� R,1.0' '''C��•`, 9715 West Broward Blvd. PMB 247 Plantation - Florida 33324 tC�+ •••• s�0NAI •••• ••. • E-mail: PPMF®AOL.com �> C�i1� �- � MEAN It 00� -'�. .......• a<=BWx0.1 ora<=hx0.4 BW less or equal than BL DATE: 04/16/2018 a must not be less than PEDRO DE FIGUEIREDO - PE 52609 a = 3 feet or a= 0.04 x BW NOT VALID WIOUT SEAL 4/16/2018 MIAMI•DiADE MIAMI-DADE COUNTY Eml PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 ...... COPE: . ..•�•� This NOA is being issued under the applicable rules and regulations governing'the ule of cottstruction . • materials. The documentation submitted has been reviewed and accepted by Miami4Dade County.lZER-....:. Product Control Section to be used in Miami Dade County and other areas where ttX4,td by the Authority: . . . • Having Jurisdiction (AHJ). "" • This NOA shall not be valid after the expiration date stated below. The Miamil"ade Counft �Pfoduct";..• ... . .. *reserve* .... Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami aae County the right to have this product or material tested for quality assurance purposes. I Z 4 : I roduct or material• • * : � P q tS' P rP �1�a?.R fails to perform in the accepted manner, the manufacturer will incur the expense of$ucl'1 testing gnd the AHJ. . . .; may immediately revoke, modify, or suspend the use of such product or material.within their jU MIlction.• RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade 4946 ty 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 I DESCRIZILON: Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I. )I *PPROVAL DOC :Drawing -1 , indow, 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., 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. 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# 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. NOA No. 17-0 1.06 Expiration D Approval Date: August 31, 2017 Page 1 A 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/t7, prepared -by • • • • • • • ; • manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • ' • " Y • • YYYYYY YYYY YYYYYY • i YYYYY • • • YYYYYY B. TESTS Y... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per C-B�, TAS jai=94 ...... 2) Large Missile Impact Test per FBC, TAS 201' g4`: • • Y • •' • • .... ...... 3) Cyclic Wind Pressure Loading per FBC, TA Y;);94 •. along with marked -up drawings and installation diagram of a IV(! 4idin&gla4s door,•.•;. a PVC fined window and an aluminum sliding glass door, usirf: Kodispaoe ING' TPS. spacer system, Duraseal® spacer system, Super Spacer® NXTTMS ac;r systMa4d XL-7 • EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Iaboratory, 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 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, 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 per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) E-1 orge M. Plasencia, P.E. Pro ct 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 241;94; • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS.2d3-94 '....' 6) Forced Entry Test, per FBC 2411.3.2.1, TAB•AF-94 • along with marked -up drawings and installation diagram of anXOX alumidl m horizontal sliding window, prepared by Fenestration Testing LaD* gory, Inl * fiest Report No. FTL-4859, dated 03/08/06, signed and sealed by F414vatlo Lafg4e.Vada, P.E. ...... (Submitted under NOA No. 06-0405.06) ' C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis, complying with FBC-51n Edition (2014) and FBC-611 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 ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51b Edition (2014) and FBC- 6" 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) l � i rge M. Plasencia, P.E. Prod,fict Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E - 2 4 . I Ff.AM1'DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami; Florida 331.75-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 proved as described herein, and has been designed to comply with the Florida Building Code, n tt erricanue 7^ue_ : Series "FD-101" Aluminum Outswing French Doors w/wo S APPROVXT'V_O CUMENT: Drawing�%T1005-r1Kev G, titli_eT`Alum_T`ri n h Door & Sidelites, Impact', sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 08/01/17, 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 Limitations: 1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 916-0629.17 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. NOA No. 17-0504.01 MIAM12ADE COUNTY Expiration cto , y } Approval Date: September 07, 2017 � ;...t ` l �.`,� Page 1 It PST Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS I . Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS l . 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 Idah- is 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) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 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 Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. ,(Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (511 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). E - 1 Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 07, 2017 4 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(5" 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 08/01/17, 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, complying with FBC- 2014 (5TH Edition) & 2017(6t' Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). 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. G. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition), FBC 2017(61h edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. W, OTHER This NOA revises & renews NOA 416-0629.17, expiring 10/18/22. E-2 ` lshaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 07, 2017 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 Ard f TL ., issued ' , • by Fenestration Testing Laboratory, Inc., dated 03/08/06,.,c4ped anti. pealed by...:. Edmundo Largaespada, P.E. •''''' 0 (Submitted under NOA No. 06-0405.06) ""o. ' ...... •... ..... G. OTHERS ' .... .... ...... 1. Notice of Acceptance No. 16-0714.13, issued to PGT Industrial #f Ptheir Series •� "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 494Qj/.16 ant'" expiring on 12/21/21. orge M. Plasencia, P.E. Pr 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 HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). A. 5/16" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090" PVB INTERLAYER B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .09Q" PVB INTERLAYER. G. 13116" LAMI IG: (1) LITE OF 118" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 11W ANNEALED GLASS WITH A .090' PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/WHEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI o CONSISTING OF (2) LITES OF 1/WHEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. v 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. 1 K. 13/16" LAMI 1G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .OW' PVB INTERLAYER. L. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7116" 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 ASTM E 1300. O - �316 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. ' `�• C. DESIGN DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. I l 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. TE 5. SHUTTERS ARE NOT REQUIRED. BY Dt� 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. " �PR' '`/EO 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO ULTRACON NOA'S ANSUAF&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�ALL FEUtRAL 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. �, �� ,.STY D J7 TABLE 1: 11 Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min, O.C. Distance Min. Ernbedmentor Metal Thickness A # 2, Steel SMS (Gr, 5� (min, of threads beyond metal substrate) All Southern Pine (SG - 0.55) 9/1W 7/8" 1-318" 6083-75 Aluminum 318" oil OW 118" A36 Steel or Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) /4" Elco U1traCo t�aow Block ASTM C90 6' All Conc in. 85 I) B ou ern Ins 114" 410 SS Elco CreteFlex a All Southern Pine (SG = 0.55) 1" 1" 1-/8" C 1/4" 410 8S Elco CreteFtex ® Jamb All Hollow Block, (ASTM C90) Concrete (min. 3.35 ksl) 2-1/7 2-1/2" 6" 4" 1-1/4" 1�14" TABLE 2: Mated MIn. Fy Min. F„ Steel Screw 92 ksi 120 kml Elco UltreCon 0 155 ksi 177 ksi 410 SS Elco CreteFlex ® 127.4 ksi 189.7 ksl 8063-T5 Aluminum 16 ksi 22 ksi 6063-T6 Aluminum 25 ksl 30 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 11 WHERE SUBS RA CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES / STANDARDS USED: IMPACT RATING DESIGN PRESSURE RATING LARGE &SMALL NiISStLE IMPACT RESISTANT VARIES PER OPTIONS, SEE SHEET 8 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION OASTM E1300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 aAISI S100-12 +AISC 360-10 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 as complying with Ihe Florida Building Code ""' NOA-hp.' ; 17-5411.06 Expirstldd Obte 12/2442621 By Miam - • roduct Con of •• •• 312471�1: A& LAYOUM'SREET • REOF2tW?ATION, UPDATED i ANCHOR QtlANTITY PER.FBC • 201 h CHANGED A1616M TYPES • •• LLJ > N tr W M 0 Ch cq O rn CM .ro "a Z Z W N W aD ®� Q ++ H Z et y d a. � O W � p 0 ® CD Q z W N Q Z d Q' Z aleg o = o Z W _ \`�tl15f 111j jr,, ` r No.55705 ' kl ONAL A. LYNN MILLER, P.E. P.E.# 58705 21 21 1/2" NOM. GLASS SITE 60,61,62 1W ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER Item ANNEALED OR HEAT STRENGTHENED GLASS 5116' NOM. 5/16" LAMINATED GLASS EXTERIOR INTERIOR (ALL SECTIONS) 21 i 112" NOM. GLASS BITE 52 66,67,68,69,70,7' V 116' ANNEALED OR HEAT STRENGTHENED GLASS .09T PVB INTERLAYER W ANNEALED OR HEAT STRENGTHENED GLASS 6116' LAMINATED 5116' OR 318" AIR SPACE IW OR 3116" ANNEALED OR TEMPERED GLASS 13/18" NOM. 13116" LAMI IG GLASS W/ 5116" LAMI 112" NOM. GLASS BITE 63 STRUCTURAL POLYISOBUTYLENE WITH DESICCANT _f�f3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16" LAMINATED GLASS EXT. GLA,' SILICONE STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. INT: GLASS KQDISPACE 0 4SG TPS ALUMINUM REINFORCEMENT 5/16" NOM BUTYL & 112" NOM. DESICCANT GLASS BITE FOAM - r EXT. GLASS --. 72,73,74,75,76,T 3116' ANNEALED OR HEAT STRENGTHENED GLASS 090" PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16' OR 1W AIR SPACE 1181 OR 3/16" ANNEALED OR TEMPERED GLASS 13/18' NOM. 13116" LAMI IG GLASS W/ 7116" LAME GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) B. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" HS) C. 5116- LAMI - (1/8" HS,.090" PVB, 1/8" HS) D. 7/16" LAM - (3/16" A,.090" PVB, 3/16" A) E. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090" PVB, 3/16" HS) G. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) H. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.09(" PVB,.11W HS) I. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5116" LAMI - (1/8" HS,.090" PVB, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) K. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090", 3116" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" HS,.090", 3/16" HS) 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. "PVB" = KURARAY TROSIFOO PVB INTERLAYER HOT -MELT BUM 3/16" NOM. SUPER SPACERO NXT TM POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS a7 DURASEALO SPACER t'Al2I a 'A - GLASS DESICCANT FILL AREA XL EDGETM SPACER 5/16" NOM. ILICONE SEAL NT. GLASS Part 0 Description Material 85 Komme€iing 4SG TIPS Spacer System See this Sheet for Materials 86 Quanex Super Spacer nXT with Hat Melt Butyl 87 Quanex Duraseal Spacer 88 Cardinal )(L Edge Spacer KU-LKhNUL I t, i KLVUKI S: I- I L-5f, i f, i tMO & 13%f/U w z cv O NC)7 O th iu`it CO) N j C a Z Z LL m n 0Ue fe U LLI -- oo ®� d �o F_z�t =< a N oar 2 tt � LL J p W m J d `x z Q N 4 RX p o 0 z � >r N v Q 40 1p•ola •ems Q� LYNN No. 58705 231 • ,- •. Elt 70NAL �,`'. A. LYNN MILLER, P.E. P.E.# 58705 INTERIOR MAX. HEIGHT FLANGE FRAME MAX, INTERIOR 37 (� 32 35 22 MAX. VENT DLO EXTERIOR EXTERIOR INTERIOR --�^-)— MAX. FIXED DLO — MAX. WIDTH (FLANGE FRAME) 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) �*— MAX. FIXED DLO MAX. VENT DLO —► MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) INTERIOR SECTION C-C SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) �i INTERIOR HEAD (VERTICAL SECTION, I.F. FRAME) MAX. VENT DLO I 16 13 KKK gQ � T' z N� N (� W (_li O . C9 z N O th r- w w V3 N 0-1 a � 2 U- Z W Cfl r_ _ u �' � ®� U � sae r- o � Z J L LL O O - oif cmi J LI! 7lS Z Z z a g a w v6 almso = z CD twi ? Q W tra = �1 �seo V z atoll {� '• S ATE gw `'/, 10NAL ��t�'��` A''44Wl�IflLLW P.E. P.E.# 58705 . I ^L7L.3- RTW T. DWGN REV DFSCRiPTIC1N MAIL PGT# 1 4102 A FLANGiE FRAME HEAD 6063-T6 AL 612237 2 4025 SASH STOP STD. (ANTI LIFT QdF 6063-T5 AL 612244 3 98 X 3/4 PH. PAN HEAD 7834AA 4 1 4053 ISASH STOP COVER SASH STOP 6063-T5 AL 6 4136 IFLANGE, FRAME SIM 6063-T6 AL 64136 7 4137 ISILLADAPTOR 6063-T6AL 64137 8 4131 JR01URTRACY, 6063-T6 AL 64131 10 71298 1WERHOIECOVER POLYPROP. 71298 12 1626 JADIJESMOPENCFLL FOAM PAD 7PAD1626 13 4002 A IFIANGE FRAME JAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W /K 15 1155 48 X 1.000 QUAD PN. SMS 781POA 16 4110 G SC;REENT ADAPTOR 6063-T5 AL 6411OG 17 4054 B FD MMTNGRAIL 6063HD-T6 AL 64054A 19 4066 JWSTP,187 X 230, FIN SEAL 640660 21 4105 ISASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 16g3 WSTP.„250 X .270 BACY, FIN SEAL 61683G 23 225-1 1 ROLLERHOUSING& GIIDE 42112HD 24 226 IBRASSROLURWHEEIS BRASS 713RWHL2 29 4128 IHORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 1 4006 D ISASHNII=GRAIL 6063HS-TEAL 64006 33 11235 1 WSTP..170 X 270 RAM FIN SEAL 67S16G 35 1096 IW7EEP LATCH DT3 CAST 71096 36 1016 lk8x.625paFL SMS 7858 37 4126 ISASHSIDERAIL 6063-T5 AL 64126 38 1683 WSTP..25O X .270 BA FIN SEAL 61683G 39 7070 JBULB WFATHEKSTRIP .187 X 275 67070K 40 JUFT RAIL COVER. CAP 74078"C' L OR R 41 4139 II.F.FRAMEBEAD 6063-T6 AL 64139 42 4140 1I.F.MMIESILL 6063-T6 AL 64140 43 4141 JU. FRAMEJAMB W63-T6 AL 64141 50 GAZING SUICONF, DOW 791, 899,995 OR GE 7700 51 1224 jVR4YLaA.Z1NQBEADBUIB MHM 6TP247W 52 1225 VINYL GAZING BEAD BULB = 6TP248K 53 4039 B CKAZINGBEAD - 5116' 6063-T5 AL 64039B 54 4044 B CRAZINGBEAD - 5/16' W/GRILL KIT 6063-T5 AL 644703 55 4222 A CLAZINGBEAD - 7/16' 6063-T5 AL 64222 56 985 C GAZINGBEAD - 7116" W/(MILL KIT IGLAZNGBEAD- 6063-T5 AL 6985 59 4067 13116" 6063-T5AL 64067 60 GLASS, ASS 5/1F LAMI (118" A .090PVB,1/9' A 61 5116' LAMI Or A .090 PVB V8" BS 62 " 51IF I.AMI 1/8" 11 .090PVB 1/8" 63 117/16" LAMI /16" A .090PVB 3/16' A 64 " 7/16" LAMI 3/W' A .090PVB 3/16" HS 65 " 7116" LANE 3/16' HS, .090 PVB 3a!16" HEM DWG#IREVI DESCRIPTION I MAIL I PG-P 66 CLASS 13/16" LAMI IGI/8"A IN. , 3/8"AIR SPACE, 5/16" LAMI ll8"A, .090PVB,1/8"A 67 13116" LAMI IGr1/8"A (MIN.), 3/8" AIR SPACE, 5/16' LAMI(1/8"A, .090 PVB U8"HS) 68 " 13116" LAMIIG-IWA (MIN.), 3/8" AIR SPACF, 5/16" LAMI 1/8"HS, .090PVB 1/8"HS 69 13116' LAMII&3116"A 01N.1 5/1G' AIRSPACE, 5/IG' LAMI (1/8"A, .090PVB,1/8"A 70 it 113/16" LAMIIG3/16"A (MIN.). 5/16" AIRSPACE, 5/16" LAMI 1/8"A, .090PVB,1/8"HS 71 13/16" LAMUG-3116"A IN. 5/16" AIR SPACE, 5/16" LAW (1/8"0.090PVB 118" 72 13/16" LAMI IC1,1/8"A(MIN.),1/4" AIR SPACE, 7/ 16" LAMI /IG'A, .090 PVB, 3116"A} 73 I3/10 LAMI I&1/8'A WIN.), VV AIR SPACK 7/16' LAMI 116'A .090 PVB, 3/16-ES 74 13116" LAMI I&1/8"A (MIN.), 1/4!' AIR SPA 7/16' LAMI 3/16'HS, .090PVB MOBS) 75 13/16' LAMI1&3/16"A IN..3/16" AIRSPACE, 7/16" LAMI 3/16"A,.090PVB 3/16"A 76 13/16' LAMIIG3/16'A MIN), 3/16" AIRSPACE, 7116" IAMI (3/16'A, .090FVB 3116"HS 77 13116" LAMIIG•3/16"A , 3/16" AIR SPACE, 7/16' LAIVII 16"HS, .090 PVB, 3/16' 90 1014 SCREEN FRAME (HOP. & VER.) 3105-H14 AL 91 1630 SCREEN CORNER KEY WIRING POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM FM PVC 95 1635 ISCREEN SPLINE - .135 DIA. HARD EM PVC 96 ISCRIEEN C1ATH 7 2.784 062 1.988 43 I.F. FRAME JAMB #4141, 6063-T6 Ee i ., 2.710 I.F. FRAME HEAD #4139, 6063-T6 I m 2.710 I.F. FRAME SILL #4140,6063-TB 3.152 >N w �j �LO c > p W O C9 N z CC 0 � J � w to N Jfl z = w O J Z Nr < Q- aw r-j— p o V r r � O 0 J � O to F- N LL O c o o = i p Q = Q a. 11/1/ G EN 19, No. 58705 /aNAt �l.��. ��r�rristi�ttt k LYNN MILLER, P.E. P.E.# 58705 1. 73 1.22 i FLANGE FRAME HEAD J #4102A, 6063-T6 1 -- i---.062 .490 L--j F�- 1.451-� SASH STOP #4025,6063-T5 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 .050 B;L.678 1.096 i-- —1 54 GLAZING BEAD, 5/16" #4044B, 6053-T5 (USED WI GRILL KIT) 1 a 2.710 -- FLANGE FRAME SILL #4136, 6063 T6 .437 1 j_ 062 1.46 �g HORIZ. ROLLER TRACK #4131, 6063-T6 79 062 1.187 --� 1.081 �— 32 SASH MTG. RAIL #4006D, 6063HS-T6 Coso OL. .678 096 T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 1.187 �-�— 062 3.090 9 r— - (� FRAME SILL ADAPTER #4137, 6063-T6 187 .062 �1.403r-•-I 7 FIXED MEETING RAIL #4054B,6063HD-T6 SASH SIDE RAIL #4126, 6063-T5 .05a .678 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W1 GRILL KIT) .040 ` 738 1.443-- SASH STOP COVER #4053, 6063-T5 I-•d-- 2.784FL-- - -- n --ft-----n 1.363bc .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 .ova 678 1.096 --} —T 53 GLAZING BEAD, 5/16" #4039B, 6063-T5 .683 .050 1.097 59 GLAZING BEAD, 13/16" #4067, 6463-T5 Coo a- "° > c `` O oO CD o �� W —AC7 W tL cV J © o 0 LL Z u-i L W ® J wzv =-c � VN z >� oLL — a r.. J Q 0= s.0 ®� Paw o z 0 0 z 0 ems Lu � _ d �prt �a +ems ` 0tIt tilIlilt, , YNA No.58705 ItTTE 70, ,,I NA4 t ti � �,. A. LYNN MILLER P.E. P.E.0 58705 SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, SEE ANCHOR �SEE ANCHOR � NOTE 1 1 3/g" NOTES: TABLE, SHEET 1 TABLE, SHEET 1 MIN. 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS SEE ANCHOR WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL 1F • •' � "` TABLE, SHEET 1 a' • _ UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS 1x WOOD " v DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE BUCK, �� - OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY NOTE 1 --- 1 1/4" HAVING JURISDICTION. MEMBER SHALL BE OF A 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MAX MAX SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN SHIM SHIM IN THESE DETAILS FOR 2x WOOD BUCKS. SEE ANCHOR SEE ANCHOR TABLE, SHEET 1 TABLE, SHEET 1 DETAIL B 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO DETAIL A _—_ CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 4.0.131" DIA. MIN. X 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. 1 /4" MAX. SHIM 1 3/8" 1/4" MAX. SHIM SEE ANCHOR MIN. TABLE, SHEET 1 SEE ANCHOR SEE ANCHOR TABLE, SHEET 1 TABLE, SHEET 1 SEE ANCHOR >. �• + SEE ANCHOR TABLE, SHEET 1 TABLE, SHEET 1 n 2x WOOD BUCK, NOTE 1 1x WOOD BUCK, NOTE 1 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE ANr.HnR TABLE,S SEE ANCHOR TABLE, SHEET 1 1/4" MAX. SHIM SEE ANCHOR TABLE, SHEET 1 f ICHOR .iHEET 1 DETAIL C 2x WOOD BUCK, NOTE 1 SEE ANCHOR TABLE, SHEET 1, 1/4" MAX, SHII A1 3/8" MIN. leol INTERIOR (JAMB DETAILS E, F & i) EXTERIOR ID EXTERIOR INTERIOR (HEA &SILL DETAILS A, B, C, D, & H) SEE NOT SEE ANCHOR TABLE, SHEET 1 nFTAII n 2-1/2~ MIN. E TYPICAL FLANGE FRAME SILL SECTIONS 1BEDMENT DETAIL H (H DETAIL G (SILL) DETAIL I_ (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCT REVISED as complying with the Florida Building Code • • NOA-Mo. • 17-Q4441k06 Expiration D95te 12121f2921 By > z cl • ,wU 0 >. r.. a w is C z � 0 IY 0 o c+� w Cf) N_ 0 LL p m z W = w 00 oMa o > ., c+ g C�o) w J li.. 0 o C ~ 0 Q h ifS z w H O w z CD s o o ° 0 U Q Q = sAl[ 'aseQ seNeg Il fIIIIt/' QN� LYNN No. 58705 701VAL EN�`'�` ��f�ifIIS1��` A LYNN MILLER, RE P.E.# 58705 TART -- aximum Design Pressure, DP (psf) r Oys�I Width D.eraN Height Glass A, B, G, H 0, , F, k J, K, L 37' + 5. -75.Q 5. / -75.0 48" +75.01-75.0 +75.0 / -75.0 *75,01-76.Q +75A/-75.0 W53-1181 26" +75.0/75.0 +75.01-75.0 +75.0 / -75.0 +75.0 / 75.0 72" +75.01-75.0 + - 74' +75.01-75.0 +75,0 / 76.0 S7' 36" +76.0/-75.0 +75.0 / -75.0 46' +75.0175.0 +75.0 / -75.0 53-118' +75.0 175.0 +76.0 / -75.0 80" +75.01 75.0 +75.0 / -75.0 66• +76.01-76.0 +75.01 75.0 72- +75.01 75.0 +75.01-75.0 74- 1 +75.0 / 75.0 +75.0 / -75.0 371 311-3/6' +75.0 ! 75.0 +75.01-75.0 48' +76.0 / 76.0 +75.01-75,0 534W +75.0 / -76.0 +75A ! 75.0 60" +75A 1 75.0 +75.0 / -76.0 86" +75.0 / 76.0 +75.0 / 75.0 72" +75.0 t 75.0 +75.01-75.0 74' +75.0 J 75.0 +76,0 / 75.0 37" 48" 1 +75.D / 75.0 +75.0 / -75.0 48" 53-1/8' +75.0 / 75.0 +75,01.75.0 +75.D / 75.0 +75.0 / -75.0 80" +75.0 / 76.0 +75.01-75.0 Im +75.01-75.0 + 0 ! - 72' +75.01-75.0 +75.0 / 75.0 +75.0 - . 37, 50-W +75.0 ! 75.0 +75.01-75.0 48• +75.0 / 75.0 +75.0 / 75.0 53-1/8' +75.0! 75.0 +75.01-75.0 60• +75.0 / -75.0 +75.0 / -76.0 66" +75.0175.0 +75.0 / -75.0 72' +75.0 / 75.0 +75.0 / 75.0 74" +75.01.75.0 +75.01-75.0 37' W 54' +75.01-76.0 +76.0 / -1&0 +75.01-75.0 +75.0 ! 75.0 53-118" +76.0/-75.0 +75.0 / -75.0 60' +75.0/ 75.0 +75.0 ! 75.0 66` +75.0 / -75.0 +75.0 ► 75.0 72' +75.0 / 75.0 +75.0175.0 74- +75.0 / -76.0 +75.0 175.0 87' t30` +75.01 d5.0 +75.0 l 76.0 48- 53-118" +75.01-76.0 +75.0 f 75.0 +75A175.0 _ +75.01 75.0 60' +76.0 / 75.0 +75.0 ! 75.0 66' +74.2 / 74.2 +75.0 / 75.0 72" +69.61.69.6 +75.0! 75.0 74- +68.1 / .66.1 +75.0 ! 75.0 37' 63" +75.0 / -75.0 +75.0 / 75.0 48- +75.0/-75.0 +75,01-75.0 53-118, +75.0 / 75.0 +75.0 / 75.0 60" +76.0 / 75.0 +75.0 f -75.0 68" +70.2 ! 70.2 +T5.0/-75.0 77 +85.21.65.2 1 +75.01-75.0 74" +63.81-6318 1 +75.01-75.0 FOR ANCHORAGE SEE SHEET 9. TABLE 6: Maximum Design Pressure, OP (psf) XOX,1/3.113 -113 Overalt Width OtsrdN Height Glass Type A, B, C. G, H. I D. E, F, J, K L 26" +60.01-60. +75.01-75.0 53-1/8" +60.0 / -60.0 +75,01-76.0 60" +W.01.60.0 +75.01-75.0 86" +W.01.80.0 +75.0145.0 74' +60.01-60.0 +75,0 ! 75.0 84" 867/161 +00.01 -60.0 +75.01 75.0 +60.01.60.0 +75.0 ! 76.0 46' 3V +MO / 4M.0 +75.01 75.0 53-IIW +60.0 f 40.0 +75.0 / 75.0 $0' +60.01410.0 +76.0 / 75.0 86' +60.0 / -60,0 +75.0 ! 75.0 74" +60.0 f 40.0 +76.01 76M 84` 86-7t16 +60.0 / -W.0 +75,0 / 75.0 +60.01-60.0 +75,0 / 75.0 48- 63.1/B" 38.3/8" +60.01-W.0 +76.0 / 75.0 +60.01-60.0 +76.0 f 75.0 60' +MO / -60.0 +75.0 f 76.0 6 +60.0 / -W.0 +76,0 ! 75.0 74' +60.0 / 4D.0 +75.01 75.0 84' +60.01-60.0 +75.0 / 75.0 867l1fi' +60.0 / 430.0 +75.0 / 75.0 Or 48" +60.01.60.0 +75.0175.0 59-1/8' +K0 /-60.0 +75,0! 75.0 60 +50.0 / -MG +75.0 ! 75.0 68" +60.0 / -60,0 +75.01 75.0 74' +60.0 / -W.0 +75.01-75.0 84' +60.01-MD +75,0 / -75.0 88-7116• +60, 0 / -W.0 +75.0 ! -75.0 411' 53-1/8" 50a/8' +60.0 / -60.0 +75.01-MO +60.01-M-0 +76.0 / -75.0 60` +60.0 / .60.0 +75.0 / 75.0 Or +80.0 / -W D +75.0 / -75.0 74" +BOLO / 60.0 +75,01-75.0 84" +75.01 75.0 86-7t16- +80,0 / $O.p +75.0 / 75.0 48" M. +W.0 / -60.0 +75,01-75.0 -+75.01 53-118" +8M0 / -W.0 75,0 60• +60.0 / -W.0 +75,0176.0 66` +60.0 / -60.0 +76.0 ! 75.0 74- +W.0 f -60.0 +75.0 / 75.D 84" +60.0 f -60.D +75.0 / 75.0 66-7/16" +80.0/40.0 +75.0 / -75.0 48" 67 +80.0 / -00.0 +75.01 75A 53-1/8" +80.0 / -W.0 +75.0 / 75.0 6Q• +MO1. 0.0 +75.0 / 75.0 66' 74' +60.0/-60.0 +75.0 / -75.0 +60.01-60.0 +75.0 f -75.0 84" +W.01.60.0 +75.0/-76.0 88-7f18' +60.0/-80.0 +75.01-75.0 48' 63" +60.0 / -60.0 +75.01-75.0 53-1/6' +00.01.6Q.0 +75.0 / -75.0 67 +60.0 f -60.0 +75.0 / 75.0 88" +80.01 -60.0 +75.01.75.0 74' +80.0 f -60.0 1 +75.0/-75.0 64• +60.0 / -60.0 +75.01-75.0 86.1116" +60.0 f •SOLO +76 0175.0 FOR ANCHORAGE SEE SHEET 10. TABLE 7: Maximum Design Pressure, DP (psf) XOX, 114 -1/2 -1/4 Overall Width Overall He'W Glase Type A B, G, H C, I D, E, F, J, K. 53-1/8" ' +60.0 -60.0 +60.0 / 80.0 775.0 / .75.0 67 +60.0 / -60.0 +60.0 / -60,0 +75.0 / -75.0 74` +60.01-WO +%0 / -60.0 +75.01.75.0 64" +W,0 1-60.0 +60.01-60.0 +76.01-75.0 98" +80.0 ! -Wo +60.0 / -60.0 +75.0 / -75.0 106 3/8" +60.01.60 0 +60.01.60.0 +75.0 l 75.0 106" +60.01.60.0 +60.0 / -W.0 +75.0 I -75.0 111" +80.0 I -MO +60.01 -JW.0 +75.0 r 75.0 53-1/6' +60.0 / 43MO +60.0 / 40A +75.01 75.0 ar +60.01-60.0 +60,01.60.0 +75.01 75A 74" +60.01-80.0 1 +60.01-6D.0 +75.0176.0 84" +60.01-DLO +60.0 / 4;0.0 +75.0 / 75.0 W36" 105-&V +60.0 / -W o +80.0 / -80.0 +75.0/-76.0 +60.0 / 4no +60.01-60.0 +75.0/-75.0 108" +60.01-80.0 +60.01.60.0 +75,0 ! 75,0 111` +60.01-MO +MO / -80.0 1 +75.0 / 75.0 53-11W 38 318' +60.0 / • 0Q0 +W01.80.0 +75.0 / 75.0 87 +60.01.60.0 +60.01.60.0 +75.0 / 75.0 74" +60.01-MO +60.01-OD.0 +75.0! 75.D *60.01-0.0 +W.O / -80.0 +75.01-755.0 g6• +60.0 / -60.0 +60.0 / •60.0 +75.0 / 75.0 10B3f8" +60.0 / -80.0 +60.0 / -6D.0 +75.0 / 75.0 108" +60.0 / -60.0 1 +60.01-60.0 +75.0 / 75.0 111" +60.01. 50.0 1 +60.0 / -W.0 +75.0 ! 75.0 53-1/8* +600 / -60.0 1 +60.01.60.0 +76.0 / -75.0 60" +60.0 / -WO +60.D ! -80.0 +75.01 75.0 74' +60.01-60.0 +60.01-W.0 +75.01-75.0 84` 460.01.60.0 +60.01.60.0 +75.01-75.0 W48" +60.01-MO +60.01.60.0 +75.01-75.0 1M63/8" +60.0 f -WO +60.0 / -BOLO +75.0 / 75.0 low +6DA1-60.0 +6p.0I-W.0 +75.0! 75.0 ill" +60.0 / -80.0 +60.01.80.0 +75.0 / 76.0 53-1/8" +60.0 / -K0 4W.01-W,D +75.0 / MO 60" +W.0 / -80.0 +BOLO / -6D.0 +75.0175.0 74' +60.01.MO +W0 ! -80.0 +75.0 / 75.0 W +60.01-WD +60.01-0.0 +75.01 75.0 96" +60.0 I.60.0 +60.01-W.0 +75.0 / 75.0 106,318" +W.0 / -60.0 +BOLO / -0.0 +75.01-75.0 108" +6(10 / -60.0 +60.0 / -6D.0 +75.0 ! 75.0 Ill" +60.0143al) +W.0 t -60.0 1 +75.0 / -75.0 53-116• 64' +6D.0 / •80.0 +60.01-00.0 +750 / 75.0 Nr +SOLO / 4nO +MO I -WO +75.0 175.D 74' +8.0 / -60.0 +60.0I.60.0 +75.0 / -75.0 W +60.01-60.0 +60.0 / -80.0 +75.01-75.0 or +60.01.60.0 +60.01-60.0 +75.0 / -75.0 105316" +60.01-60.0 +80.01-60.0 +75.0 / -75.0 108" +60.01-60.0 +60.0 / -0.0 +75.0/-75.0 111" +59-5/ -69.5 +60.01-60.0 +75.0! 76.0 53.1/8' 6D" +BOLO / -60.0 +60.01-60.0 +750 1 75.0 80" +60.0 % -MQ +60.0 / M.0 +75.0 / 76-0 74" +60A! -60.0 +SOLO I.80.0 +75.0 / 75.0 84" +60.01.60.0 +60.0 / -W.0 +75.0/-75.0 W 1 D63I8" +58.8 158.8 +60,01 -aD.D +75.0/-75.0 +55.2 / 55.2 +80.0140.0 +75.01-75.0 low +54.51-64.6 +60.0 / •8D.0 +75.0/ -75.0 Ill" +53.6 / .63.6 +60.01.60.0 +76.0 / 76.0 53-1/8 63' +60.01.60.0 +60.01.60.0 +T5.01 -75.0 60' +80.0 / -W.0 +W,0 / •80.0 +75.0 / -75.0 74' +60.0 / -80.0 +60.01430.0 +75.01-75.0 84' +MO I -MO +W.01.10.0 +75.01-75.0 96' +58.2156.2 +60.0 / -60.0 +75.0 1-75.0 106.3/8" +52.3 / V-3 I +60.0 / -W.0 +75.0 / -75.0 108" +51.7 t -61.7 1 +60.0 1.80.0 +750 / 75.0 111" +50.5 / -60.9 1 *MO 1.80.0 +75.01-75.0 FOR ANCHORAGE SEE SHEET 11. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) B. 5/16" LAMI -(1/8" A,-090" PVB, 1/8" HS) LAMI - 1/8" HS .090" PVB 1/8" D. 7/16" LAMI - 3/16 , 3/16" A " PVB, S) F. 7/16" LAMI - (3/16" HS,.090" PVB, 3/16" HS) G.13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1 /8" A,.090" PVB, 1 /8" A) H. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090" PVB,11W HS) I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS) J. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) K.13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16' A,.090" PVB, 3116" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4r' SPACE, 7/16" LAMI - (3/16" HS,.090" PVB, 3116" 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 as complying with the Florida Building Code • • • NOA-bo. • • 17-64MY06 Expirgj4q Q: to 1124172021 BY • • a Nam•--� 607 o � r 3114/1Tt1PD0LTED TAME jC%j O zW O 0 ch N r N O o a� u Z Z =L r U Q Z CO et = a OL Uwe O W T � aw v- r. C7 Z ti U W J LL O 0 00 NLU --r N raovs Z O � Z = LLI a O arm O = a Z p w 1' U i 0 = qt � aat� Iiifl//!'! LYNV 4 CEN .. q: • _tom . * No. 587t?5 0•• AA ' OZORION 70NAL S a I �11t(i�t M. P.F. P,E.# 58706 TABLE 8• Anchor Quail fides, XO or OX with Glass 'types A, 8, C, G, H & 1 omml Wdh O%Kaij HeIg1Y Awttor Grmp A Andhra ,13v=p 3 Anchor GmW C *iced & Spi Jamb Head & Sip J&anb Head &Sip Jamb 37" Mr 1+C2+1 2 1+C2+1 2 i+C2+1 2 48" 1+C20 2 1+C2+1 2 1+C2+1 2 53 V8" 1+Q+1 2 1+C2+1 2 1+CZ+1 2 6t7 1+C2+1 2 1+C2+1 2 1+C2+1 2 Or 1+( +1 2 1+C2+1 2 1+C2+1 2 7T 2+C2+2 2 1+C2+1 2 1+C2+1 2 7'r 2+C2+2 2 1+C2+1 2 "1+M+1 2 37" Ir 1+C2+1 2 1+C2+1 2 1+C2+1 2 48" 1+C20 2 1+(2+1 2 `:+C2*1 2 53-Tir 1+C2+1 2 1+C2+1 2 I+C2*1 2 6U' 1+' 2' +1 2 1+C2+1 2 1:+C2+1 2 1+;+5 2 S+C2+4 2 1+C2+1 2 72" 2+C2+2 2 1+122+1 2 1+C2+1 2 74" 2+C2+2 2 1+C2+1 2 40+1 2 37"___1+ 36-3!8" 0 2 1+C2+1 2 1+C2+1 2 49' "+m+1 2 1+t2+1' 2 1+C2+1 2 53.118" 1+C2+1 2 1+C2+1 2 'I+C2+1 2 6Ir 1+C2+1 2 1+C2+1 2 !+C2+1 2 66' 3+C2+1 2 1+C2+1 2 1+C2+1 2 77 2+CZ+2 2 1+C2+1 2 1+C2+1 2 74' 2+C2+2 2 1+C2+1 2 1+C2+1 2 37" 4g '+(2+4 3 1+C2+1 3 1+-C2+1 3 48" 1+{;2+, 3 i+C2+1 3 1+C2+1 3 531 fg" 1+�+1 3 1+C2+1 3 1+(+1 3 W 1+C2+4 3 i+(2+1 3 1+C2+1 3 8g• 1+C2+1 3 1+C2+i 3 1+C2+1 3 72" 2+C2+2 3 1+C1+1 3 d+C2+1 3 74 2+C2+2 3 1+C2+1 3 1+C2+1 3 37" 50-58" 1+C2+1 3 1+C2+1 3 4+C2+1 3 41r 1+C2+1 3 1+C2+1 3 1+C2+1 3 531fg 1+C2+1 3 1+C2+1 3 1+C2+1 3 $0" 1+C'2+1 3 1+C2+; 3 1+C2+1 3 6g' 4+r,,,1' +i 3 1+C2+1 3 1+C2+1 3 77' r m+ +2 3 1+C2+1 3 "+(2+1 3 74" 2+C3+2 3 1+C2+1. 3 '+C2+1 3 37" 5d" 1+ 2+1 3 1+Q+4 3 1+C2+1 3 48" : t+•C2+1 3 1+C2+1 3 1+C2+1 3 53-it8" 1<2+' 3 i+C2+1 3 s+C2+1 3 Bd" ";+�C +1 3 1+C2+1 3 "r+C2+1 3 W. 1+Cm+1 3 1+C2+1 3 1+C2+1 3 7T 2+C3+2 3 1+-M+1 3 1+C ZA 3 74" 2+C3+2 3 1+C2+1 3 1+C2+1 3 37" ar 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 1+C3+1 3 1+C2+1 3 i+C2+1 3 53.118" 1+C3+1 3 1+C2+i 3 1+C2+1 3 Me 1+0+1 3 1+C2+7 3 1+C2+1 3 g8' 1+C3+1 3 1+C2+1 3 1+C2+1 3 7T 2+wt2 3 1+C2+1 3 t+C2+1 3 7d 2+0+2 3 1+C 2+1 3 1+C2+1 3 37" 6V 1+C2+1 3 1+C2+1 3 1+C2+1 3 48" 1+C3+1 3 1+C2+1 3 1+C2+1 3 5&VT 1+0+1 3 1+C2+1 3 1+C2+1 3 $0" 1+0+1: 3 1+C2+1 3 1+C2+1 3 86 1+{3+1 3 1+C2+1 3 1+C2+1 3 72" 2+C3+2 3 1+C2+1 3 1+C2+1 3 74" 2+C3+2 3 1+C,2+1 3 1+C2+1 3 TABLE A' Anchor Quark with Glass Typ a, XO or OX D, , F, J 8► L 00sall Width ommu Haight Anchor Group A r t3ro B 1 Anchor Gnaup C Hoed & Sig Jamb Heed & Sill Jamb Head & SIN Jan* 37' 26' 1+C2+1 2 1+C2+1 2 1+C2+1 2 46" 1+C2+1 2 1+02+1 2 1+02+1 2 53-11s'. 1+02+1 2 1+02+1 2 1+02+1 2 60' W 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 72' 2+C2+2 2 i+C2+1 2 1+C2+1 2 74' 2+C2+2 2 1+C2+1 2 1+C2+1 2 37' 36" 1+C2+1 2 1+C2+1 2 1+C2+1 2 48' 1+C2+1 2 1+02+1 2 1+C2+1 2 53-1/8" 1+C2+1 2 i+C2+i 2 1+C2+1 2 ow 1+02+1 2 1+C2+1 2 S+C2+1 2 W 1+C2+1 2 1+C2+1 2 1+C2+1 2 72" 2+C,`2+2 2 1+C2+1 2 1+C2+1 2 74' 2+C2+2 2 1+C2+1 2 1+C2+1 2 37" 48" 38_3/ga 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+Cat+1 2 1+C2+1 2 1+C2+1 2 53-1J8" 1+C2+1 2 1+C2+1 2 1+C2+1 2 $0" 1+C2+1 2 1+C2+1 2 1+C2+1 2 66" 1+C2+1 2 1+02+1 2 1+C2+1 2 72" 2+02+2 2 i+C2+1 2 1+02+1 2 74" 2+C2+2 2 1+CZ+1 2 1+02+1 2 37" 48" 1+C1+1 3 i+C2+1 3 1+02+1 3 48' 1+C2+1 3 1+C2+1 3 1+C2+1 3 53.1/8' i+C2+1 3 1+C2+1 3 1+C2+1 3 80' 1+C2+1 3 1+C2+1 3 1+C2+1 3 6$" r27. 1+C2+i 3 S+C2+1 3 1+C2+1 1+C2+1 3 3 2+C2+2 3 +1 3 2+C2+2 3 1+C2+1 3 1+C2+1 3 37' W-51V 1+C2+1 3 1+C2+1 3 1+02+1 3 46' 1+C2+1 3 1+C2+1 3 1+C2+1 3 53-1/6" 1+C2+1 3 1+C2+1 3 1+C2+1 3 60" 1+C2+1 3 1+C2+1 3 i+C2+1 3 W 1+C3+1 3 1+C2+1 3 1+G2+1 3 T2" 2+C3+2 3 1+C2+1 3 1+C2+1 3 74" 2+C3+2 3 1+C2+1 3 1+C2+1 3 37' W 1+C2+1 3 1+C2+1 3 1+C2+1 3 481 1+C2+1 3 I+ 2+1 3 1+C2+1 3 53-im 1+C2+1 3 1+C2+1 3 1+C2+1 3 ev 1+C3+1 3 1+C2+1 3 1+02+1 3 86' 1+C3+1 3 1+C2+1 3 1+C2+1 3 72" 2+C3+2 3 1+C2+1 3 1+02+1 3 7C 2+C3+2 3 1+=-tl 3 1+C2+1 3 37" 60" i+C2+1 3 1+C2+1 3 1+C2+1 3 48" 1+C3+1 3 1+C2+1 3 1+C2+1 3 53-1/8" 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 68 1+C3+1 3 1+C2+1 3 1+C2+1 3 72' 2+C3+2 3 1+C2+1 3 1+C2+i 3 7C 2+C3+2 3 1+C2+1 3 1+C2+1 3 37" 67 1+C2+1 3 1+C2+1 3 1+C2+1 3 4W 1+C3+1 3 i+G2+1 3 1+C2+1 3 53-11a' 1+03+1 3 1+{2+1 3 1+C2+1 3 80 1+C3+1 3 1+C2+1 3 1+C2+1 3 6A' 1+C3+1 3 1+C2+1 3 1+C2+1 3 72' 2+C3+2 3 1+C2+1 3 1++C2+1 3 7C 2+C3+2 3 1+C2+1 3 1+C2+1 3 TABLE KEY:: O X 1+C2+1 3 -+--ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 8 3/4" MAX I I --•-� 1--4N M3N., 10-1/2" MAX. 9" MAX. X MTG. li IL EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD $ SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. ,IAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) 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. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. 3/2441 MMTED Tj48tf' 6• w • • • CO O C-4 z 0 M CA tV a_jo a� Z_ iL i Lu cv f� '1 �[i1 �' N V U �9 V CC J LLI h Z V y< 0. vm w t'.Ui'iQ o j Z �► _ W LL hY � ®N Q X X Pon Z N O Z O 0 Q o v Q Q = ,.��flNY • LYIVM� j'�,. ��... ' uGEA1�q� • �``�1t3 i * : No. W705 VSTATEO' • �� i��s •'•��OR1UP, •'�� ONAL A. LYNN MILLER, P.E. P.E.# 58705 TART F 1n- Anchor Quaniities, XOX,113 -113 -113 with Glass Types A, B, C, G, N & I p�anq Width Cherell Haight Anchor (droop A Anchor Gmup a Anchor Group C Head & Sti1 Jamb Haad & Sill Jamb Head & SM Jamb 48" 26' 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 53.1/8- 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 6Cr 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C.2+1+C2+1 2 66" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74' t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 B4' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 867/16` 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 48" se 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 53-1J8" 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 67 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 W 1+C2+1+02+1 2 1+C2+1+C2+1 2 I+C2+1+C2+11 2 74" 1+C2+1+02+1 2 S+C2+1+C2+1 2 f+C2+1+C2+1 2 get■ 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 68-7/16" 1+C1+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 48" 383/8" 1+C2+1+C2+1 2 1+02+1+C2+1 2 f+C2+1+C2+1 2 5$tAr 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 W 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 66" 1+C2+1+C2+1 2 1 1+C2+1+02+1 2 1+C2+1+C2+1 2 74' i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 W. 1+C2+1+C2+1 Z 1+C2+1+C2+1 2 1+C2+1+C2+1 2 86-T/16' 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 46' 46' 1+C2+1+02+1 3 1+C2+i+C2+1 3 i+C2+1+C2+1 3 53.1/8' 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 err 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 66" 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 f+C2+1+C2+1 3 74" i+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 &4' 1+C2+1+C2+1 3 i+C2+1+02+1 3 1+CZ+f+02+1 3 66-7116` 1+C2+1+C2+f 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 46' 50-W 1+C2+1+02+i 3 1+02+1+C2+1 3 1+C2+i+C2+f 3 f+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60- 66" 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 i+C2+i+C2+1 3 74' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 64- 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 88-7/16' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2+C2+1+02+1 3 46- s4' 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1Jg- 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 BP' 1+C2+1+02+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 88' 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84' 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 66-7/16" 1+C2+1+02+1 3 1 i+02+1+C2+1 3 1+C2+1+C2+1 3 48' OT 1+C2+1+02+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53.1/8' 1+C2+1+C2+1 3 1+C2+1+C:2+1 3 1+C2+1+C2+1 3 60' 68" 1+C2+1+C2+1 3 1+CZ+f+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 84' 1+Cx+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 88-71t6' 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 46' Or 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-11W 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 60' 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2µ1 3 66" 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 Ter f+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 84' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C:2+1 3 W7/18- 1+C3+1+C3+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 1 3 TABLE 11 Anchor Quan0es, XOX,1/3 -113 -1/3 with Glass Types D, E, F, J, K & L CAerall Width CAMN Height AnoW G=p A Anew Group B Anchor Group C I-laad & Sill Jamb Head & Sill I Jamb Head & Sill Jamb 48• 26" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 f+C2+1+C2+1 2 53.1J8' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 6CP i+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 86' i+C2+1+C2+1 2 f+C 2+1+C2+1 2 1+C2+1+C2+1 2 74' 1+C2+t+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84- t+C2+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+02+1 2 66.7/11r 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 43' 36- 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+02+1+C2+1 2 53-1/8• 1+C2+1+C2+1 2 S+C2+1+C2+1 2 f+C2+1+C2+1 2 80' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 W. 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 74' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84' 1+C2+1+C2+1 2 1+02+1+C2+1 2 t+C2+1+C2+1 2 8G7J16" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 46' 36-WV 1+C2+1+02+1 2 t+C2+1+CZ+1 2 1+C2+1+C2+1 2 53-IW 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 60- 1+C2+1+02+1 2 1+C2+1+C2+1 2 i+02+1+C2+1 2 88' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+i 2 74" 1+C2+1+C 2+1 2 1+C2+1+t:1+1 2 t+C2+1+C2+1 2 84" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 88.7118" 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+02+1 2 48' 45, 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53.1i8• 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 66" I+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 74' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 64` 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 86.7/1G 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48• 5D3/8' 1+C2+1+C2+1 3 1+C2+f+C2+1 3 1+C2+1+C2+1 3 63-1/8" 1+C2+1+02+1 3 1+C2+1+C2+1 3 S+C2+1+CZ+1 3 BQ' 1+02+1+C2+i 3 1+C2+f+,C2+1 3 i+C2+1+C2+1 3 88' t+C2+1+C2+1 3 i+C2+1+C.2+1 3 1+02+i+C2+1 3 74- 1+C2+1+C 2+1 3 1+C2+1+C.2+1 3 1+C2+1+C2+1 3 84' 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 86,7//6' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 4W 54' 1+C2+1+C22+1 1 3 1+02+1+C2+1 3 f+C2+1+C2+1 3 53.1J8" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 sw i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 68' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84" 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+f+C2+1 3 66-7118' 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 43" 60' t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 53.1/8" 1tC2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60' t+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 Be. 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 74" 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84- 1+03+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 88 7Ji8 1+C23+1l+C3+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 Or or 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 .1+C 2+1+C 2+1 3_ 1+C2+1+C2+1 —3 1+C2+i+C2+1 3 86' 1+C3+1+C3+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 74' 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84- 3 1+C2+1+C2+1 3 t+G2+1+C2+0+1+0+i [t4C3+1+C3+1 3 1 1+C2+1+C 2+i 3 t+C2+1+C2+1 3 TABLE KEY: X O X 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAiL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. —•-� [-r--4" MIN., 10-1/2" MAx. 9" MAX. X 0 x MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) 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. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code • • NOA-*o. • 17-Q4'1'F06 Expiration DIt 1 1M 21 By • Miami Productconti li1111J/JJ .�'�,1QNY LYi IV `'�. \��P�� .• L10EAt� ��'i * ; //?? No. 58705 Y -v {-t kTE ONAL 1F�;\�� '//1111110 .A. LYNN MILLER, P.E. PEA 58705 TASLF 12' Anchor Quantities, XQX,114 -112 -1/4 with Glass Types A, B, C, G, H do i ow it Width 0AMN Height Anchor Catottp A Anchor Group 9 I Anchor Group C Heed ASII Jamb Head a Sql Jamb Heed 8 Stli .iamb 53 26' I +1+C2+1 2 i+ 1 +1 2 1+C2+1+ +f 2 60" t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 74" I+C241+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 2 84' 1+C2+2+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 2 96' i+C2+z+C2+i 2 1+C2+1+C2+1 2 1+C2+1+C2+f 2 1118_Nr 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C.2+1 2 108' i+C2+2+02+1 2 1+C2+1+C2+1 2 1+C2+1+C.2+i 2 111` 1+C2+2+C2+1 2 1+C2+i+C1+1 2 1+G2+1+G2+1 2 S3V8' 36' I I 1+C2+i+02+1 2 1+02+1+C2+3 2 1+C2+1+C2+1 2 80` t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74' i+CZ+1+C2+1 2 f+C2+1+C2+1 2 1+C2+1+C2+1 2 64' 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+G2+1 2 95' 108-3i8' I+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C.2+1 2 1+C2+2+C2+1 2 i+C,2+2+C2+1 2 1+C2+1+C2+1 2 iw f+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C.2r1+C,2+1 2 Ill" 1+C2+2+02+i 2 1+02+2+C2+1 2 1+C2+i+C2+1 2 53.1/8' 3"5' 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 80" 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74' 1+C2+1+C2+1 2 i+C2+1+C2+1 2 i+C2+1+C2+1 2 w 1+C2+2+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 98' 1+C2+2+Cz+l 2 1+C2+1+C2+i 2 1+C2+1+C2+1 2 10 18' 1+C2+2+C2+1 2 i+C2+2+C2+1 2 I+C2+1+CZ+1 2 lob' 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 I, IF-7 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+1+C2+1 2 +53-1/6' 4T I i+C2+1+C2+i 3 1+C.2+1+C2+1 3 1+C2+1+C2+1 3 Or 1+02+1+C2+1 3 i+C2+1+C2+1 3 t+C2+1+c2+i 3 74" 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 84' 1+C2+2+C12+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 98" 1+C2+2+C2+1 3 1+CZ+2+C2+1 3 1+CZ+i+C2+1 3 1p8 3�g• 1+C2+3+C2+1 3 1+C2+2+C2+1 3 i+CZ+1+C2+1 3 109' 1+CZ+3+02+1 3 1+C2+2+C2+1 3 f+C2+1+C2+1 3 III, 1+C2+3+C2+1 3 i+C2+2+C2+1 3 1 1+02+1+C2+1 3 53.118' $0' 5"'8' 1+C2+i+C2+1 3 i+C2+1+C2+1 3 t+C2+1+C2+1 3 i+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 74' 1+C2+1+02+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 84" 1+02+2+=+1 3 1+C2+I+C2+1 3 1+C2+1+CZ+1 3 98' 1+G2+2+C2+1 3 1+C2+2+02+1 3 1+C2+1+C2+1 3 108 318' i+C2+3+C2+1 3 1+C2+2+C2+i 3 1+C2+1+C2+1 3 108' I+C2+3+C2+1 3 1+C2+2+CZ+1 3 1+02+1+C2+1 3 Ili' 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 53•I/f1' 6q 1+C2+1+C2+1 3 i+C2+1+C2+f 3 1+C2+1+C2+1 3 90` 1+C2+1+C2+1 3 1+02+i+C2+l 3 1+C2+1+C2+1 3 Tr 1+C2+1+C1+1 3 i+C2+1+02+i 3 1+C2+1+C2+1 3 84' 1+02+2+C2+1 3 1+C2+1+02+1 3 1+CZ+1+C2+1 3 98' 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 if18318' 1+G2+3+C2+1 3 1+C2+2+C2+1 3 i+C2+1+C2+1 3 lob` i+c2+3+C2+1 3 1+C2+2+C2+1 3 i+o2+1+C2+1 3 III, i+C2+3+C2+1 3 1+C2+2+C2+1 3 I+C2+2+C2+1 3 53.1/8' t+02+1+CZ+1 3 1+02+1+02+1 3 i+G2+1+C2+1 3 w- 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 74 I+C2+i+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 3 84' i+C2+2+C2+1 3 i+C2+1+C2+1 3 I+C2+1+C2+1 3 f18' 1+C3+2+03+1 3 I+CZ+2+C2+1 3 i+C2+1+02+1 3 1063/8' 1+03+3+0+1 3 i+CZ+2+CZ+1 3 1+C2+1+C2+1 3 l08" 1+0+3+00 3 1+C2+2+C2+1 3 i+C2+1+G'2+1 3 III, 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 53.1ir or 1+CZ+I+CZ+1 3 1+C2+1+C 2+1 3 1+C2+1+C2+1 3 80' 1+C2+I+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' i+G2+1+C2+1 3 1+C2+1+G2+1 3 1+02+1+02+1 3 84" f+C3+2+C3+1 3 I+C2+1+02+1 3 1+C2+1+C.2+1 3 I+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C2+I+C2+i 3 10638' I+C3+3+C3+1 3 1+CZ+2+G2+1 3 1+C2+1+C2+1 1a8" 1+C3+3+C3+1 3 1+C2+2+CZ+i 3 1+C2+1+C2+1�3q t11' 1+C3+3+C3+1 3 1+C2+2+c2+1 3 i+C2+2+C2+1 TABLE 13: Anchor Qutanddes, XO) ,1/4 -1/2-1/4 with Glass Types D, E, F, J, K & i- ovetall Width overall Haight Anchor Group A Anchor Group B I Anchor Group C Head 6 Sill Jam Heed & $19 Jamb head & SM Jamb t + i +i 2 70 +C2+1 2 1+C2+ ++ 2 80" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 74" 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 84" w28r 1063/8' 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 .2 1+C2+1+C2+1 2 irC2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+CZ+1 2 105, 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 1+CZ+1+CZ+1 2 111' 1+C2+2+C2+1 2 1 1+C2+2+C2+1 2 1+C2+f+C2+1 2 53-tw 36" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t3fr +C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C.2+1 2 74" 1+C2+2+C2+1 2 1+C2+1+02+1 2 1+CZ+f+C2+1 2 84' t+C2+2+C2+1 2 1+G2+1+C2+1 2 1+C2+1+C2+1 2 Sir 108-3w 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+3+C2+1 2 1+C2+2+C2+1 2 f+C2+2+C2+1 2 1oe' i+C2+3+C2+1 2 I+C2+2+C2+1 2 1+C2+2+C2+1 2 111' 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 m 38�l6' 1+02+i+C2+1 2 1+02+1+C2+1 2 1+C2+1+G2+i 2 U 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74' 84" 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 fib' 1+C2+2+02+1 2 1+02+2+C2+1 2 1+C2+1+C 2+i 2 10"fr 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2►1 2 lair 1+CL+3+C2+1 2 1+CZ+2+fZ+1 2 1+C.2+2+C2+1 2 iii" 1+C2+3+C2+1 2 1+C2+2+f2+1 2 1+C2+2+C2+1 2 53-118, 48' 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 8a' 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 74` t+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84" 1+C2+2+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 w f+GZ+3+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 106318" 1+C2+3+CZ+1 3 1+C2+2+C1+1 3 i+C2+2+C2+1 3 f03' 1+C2+3+C2+1 3 1+C2+2+02+1 3 1+02+2+C2+1 3 1I1' 1+C2+3+02+1 3 1+C2+2+C2+1 3 i+C2+2+C2+1 3 63-1/8" 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 80" 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74" 1+C2+2+02+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 84 1*02+2+C2+1 3 1+C2+1+C2+1 3 I-C2+1+C2+1 3 w i+02+3+C2+1 3 i+C2+2+C2+1 3 I+C2+1+C2+1 3 106aw 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1t18' 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 III, t+C3+3+03+1 3 1+C2+2+C2+1 3 1 1+C2+2+02+1 3 53.1/$' 64` 1+CZ+1+C2+1 3 t+C2+1+CZ+1 3 1+02+1+C2+1 3 87 1+02+I+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' 84' 1+C2+2+C2+i 3 1+02+1+C2+1 3 1+CZ+1+C2+1 3 1+C3+2+C3+1 3 1tC2+1+G2+1 3 1+CZ+1+C2+1 3 98' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+1+CZ+1 3 f083/8' 1+03+3+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 108' l+C3+3+C3+1 3 1+C2+2+C2+1 3 1+CZ+2+C2+1 3 III, 1+C3+3+C3+i 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 53418' 6v 1+C2+1+tZ+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 60r 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 W f+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 or 1+C3+2+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C1+1 3 48' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C2+1+02+1 3 1083l8' 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C;2+2+C2+i 3 108" 1+C3+3+C3+1 3 i+C2+2+C2+1 3 I+C2+2+C2+1 3 ill' 1+C3+3+CB+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 53-1/6" 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 Mr 1+C3+I+C:3+i 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 74` 1+C3+2+C3+4 3 1+C2+I+C2+1 3 1+02+1+C2+1 3 84' 1+C3+2+C3+1 3 1+C2+1+C2+1 3 1+CZ+1+C 2+1 3 wor1+C3+3+C3+1 3 1+02+2+C2+1 3 1+C1+1+CZ+1 3 06-w 1+C3+3+C3+1 3 1+C2+2+C2+1 3 f+C2+2+G2+1 3 108' 1+C3+3+C3+1 3 1+C2+2+02+1 3 I+C2+2+C2+1 3 111- C3+3 i++C3+1 3 1+C2+2+C2+1 3 I+C2+2+C2+1 3 TABLE KEY: X O X 1+C2+2+C2+1 3 —ANCHOR QUANTITY PER .IAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN. O.C. ANCHOR SPACING) 25 314" MAX. —+-� [-*--4" MIN., 10-1i2" MAX. 9" MAX. X O X T_ MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SiLL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT 1" FROM TABLE SIZE DIMENSIONS. 4) 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. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 00 see ExpDratipll,Date im/21/2021 • By .• ••.• Miarni�DW roduct�Control 312411t11'PDATED Imp- >I< • ELE?N". 000000 • • • •�. •a •• -TO > •• • z .N w cry' O � as C'q rr .J M +' UJ w U) N o J O a iUJ Z LL Z r- 'IT tp0 _w R& U �e WU Go A l . Z eh ~z < Q IL ulaw aN E VIN 1 � r 0 O a cCi w iL O O a 7�tfi Or to iO O Z LL O O 2 Ci o V = Z 2 Q Q aau roeao ,t11►11t/i/// LYNN i _' * nn No. 58705 STATE O ' lv . S701VAIL '""fill 1110\ \ A. LYNN MILLER, P.E. P.E.# 58705 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, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 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 (LBSIFT2) 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 OPENING'S 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 AND DETERMINE THE ANCHOR QUANTITIES 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. 3/8" NOM. GLASS STACK 3/16" HS GLASS - .090" PVB1 OR PVB2 INTERLAYER 1/8" AN OR HS GLASS - EXTERIOR 3/6- LAMI NOW DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 - 4 ON SHEET 2 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE rA 1 C A Min. Anchor Anchor Type Frame Substrate Min. Edge Embedment Group Member Distance or Metal Thickness " F Gorm A9 Concrete m n. sl - 1 Fy==155 ksi, F„= 7 ksi Jamb Hollow Block ( TM C90) 1-314" 1-114" 92 All 'Concrete (min. 3.35 ksi) 1-314" 1-3/4" 1/4" 410 SS Eico CreteFiex® Jamb Hollow Block (ASTM C90) 1-3/4" 1-114" All Southem Pine (SG = 0.55) 1" F =127.4 ksi, Fu= 189.7 ksi All Southem Pine (SG = 0.55) 9116" 1-3/8" 3 $912 Steel SMS (Gr. 5) All 6063-T5 Aluminum 3/8" 1 /8" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. wyUL5 / J IAN UAKUJ UJtU: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 3/16" HS GLASS .090" PVB1 OR PVB2_ INTERLAYER 316" AN OR HS GLASS 1/2" GLASS BITE GLASS TYPE A, (PVB1), GLASS TYPE B, (PVB2) AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED 7/16" NOM. GLASS STACK 1 /2" GLASS BITE EXTM10R 7/16" LAMI NOM. GLASS TYPE C, (PVB1), GLASS TYPE-D,. (PVB2) GENERAL NOTES............1 GLAZING DETAILS ........... 1 DESIGN PRESSURES...... 2 VERT. SECTIONS.............3 HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY........ 7-13 INSTALLATION ................. 14-15 13/16" NOM. GLASS STACK 1 /8" HS GLASS 1/4" AIR SPACE 3/16" TP GLASS ____\ J 3116" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 112" GLASS BITE 'a EXTEROR 13/16" LAMI IG NOM. GLASS TYPE E PVB1 = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. MODUC r RMSM gas t'7- • "l�iawow..... c F.)PWRGANr4j3'$WETS '11314 • • y Y PQ jED TO F� �?017, ADDED • TABLEsA & ALIIJM. SUBSTRATV. - Q� JR*64/10117 •••• ••••� •.••N V' •W . a y .. -- �. W •4 �. 0 } � o � O a0° U' CV i y O o Cl � o a = W z � 5 -� U 0 '-"(3 .oN JM❑ 1v1.1 = Q LLI W a. ti a LLI O Z Ov u� L0 U) 06 u) LL O M Iaa4S U) N 0 Z U Ott z alD,s O U_ z Q J uJ U _j Q z a a14,1 I •DS90 sauaS LYNA( �'�• `�� .• `tGEN$F M`l�t� i * No.58705 A /`/S'ONAL tEN A. LYNN MILLER, P.E. P.E.# 58705 TABLE 1: DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME XX FRAME FRAME HEIGHT WI WIDTH 68 - 79 3J4" 87 314" 91 3J4" 8° - 95 3/4" ° 37 1J ` 6° 71 314 +75.0 -75.0 5.0 -75. 75.0 -75. Q 75.0 -75.0 75.0 -75.0 rA QI C 7 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 80 - 95 3/4" 27 3/4" +75.0 -75.0 +75.0 -75.k+7501 +75.0 -75.0 +75.0 -75.0 A 36 1/8" +75.0 -75.0 +75.0 -75. +67.6 -67.6 +64.2 -64.2 36 314" +75.0 -75.0 +74.9 -74. 66.6 -66.6 +63.1 -63.1 36 3/4" +75.0 -75.0 +75.0 -75. +75.0 -75.0 +75.0 -75.0 FOR MAX. SIZES OF COMBTRED UNITS, SEE SHEETS 10-13, 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). 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 r AQI C 7 DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 6' - 79 3/4" 70- 83 3/4" 87 314" 91 34V" 80 - 95 314" 2° 251/2" q° 47 34' +58,6 ° -58.6 +55.4 -55.4 +52.4 -62.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 314" +54.9 -54.9 +51.8: -51.8 +49.0 1 49.0 +46.5 -46.5 +44.3 -44.3 291/2" 55 34' +51.7' -51.7 +48.8 -48.8 +46.1 ` -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 50 59 3/4" +49.0 € -49.0 +46.2 '; -46.2 +43.6 -43.6 41.4 `:. -41.4 +39.3 -39.3 28 33112" 54 63 314" +411 = -43.1 +43.1 -43.1 +41,5' -41.5 +39,3 -39.3 +37.3 -37.3 35112" 67 314' +38,1 -38.1 +38,1 ': -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 30 371/2" 1 6° 713/4" +34.0 -34,0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 TART E 4: DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 70- 83 3/4" 87 3/4" 91 3/4" 80- 95 3/4" 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 ORE A' B, D 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 1 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 1 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 A9.9 +47.2 -47. +44.7 -44.7 +42.6 42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 1 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 1 -34.0 1 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 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 LITE 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, XXO, OXX, OXO, OXXO), 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, XX), 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") A. A" LAM (1/8" A, .090 PVB, 3 6" HS C. 7/16" LAM (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAM (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) PRODJC I' REVISM as caa* yin west, title imtdirtg QWeG t •`!fi%� 1p 7�r... c 6G)Jt10 t;HANG%S fFj0 SHEET.,.. �..jR,(14�10l17 •••• ••�•• � .• z. W• �� oco w % o s CDO O aloe i� N z w Lu tp C)cM t9 O p a~ N Z O z W Cfl o� � � C)_V o W OD _ < F- z W Umo'jp oN >vt a W o Z rn a 0 U) 08 LL O N N 0 W #aa4S O N U z Q z W W Of LL W a o z -I r C)J W U W Q p Ll LL aril -o894 sagas o\,I%IIIIiIf//// \\ BONY.LYN)v * 40• 887 w 'i��s''•gORIDA . '•��'1`� ,701VAL,�N i11i A. LYNN MILLER, P.E. P.E.# 58705 3 40 EXTERIOR �� INTERIOR EXTERIORINTERIOR 10 1 2 60 64 AT HEAD/JAMB 37 60 n 65 AT SILL/JAMB CLEAR -COLORED �I �, SEALANT EXTERIOR INTERIOR ru 62 63 MAX. E 62 MAX. DOOR MAX" LITE DLO FRAME DLO FRAME I HEIGHT HEIGHT 30 12 SL VIEW G-G 40 61 CORNER ASSEMBLY 1.489 (��j DOOR SECT. A -A SL SECT. B-B VERTICAL VERTICAL SIDE MAX �auc F REVISM Wu ;lying wfth the F'lar� &Namur c� • •� Vence Ns• '�` ... €3ete C t f �' • %}MQ*CHANd5-%TWi SHE;: • • • N ,�aQ4110117 •••• ••i•• .... �, Q) .. � W• •p p w O fn U CVO i w � O C'7 (9. fn O o aM W Z CD o � � � �a U U o e �/% 'ON �MQ Uj Z 00 = Q W J UMDJQ W ti a W U) O Z rn 00 0 (n 06 ILL O IX m N O Z 1aa45 p U Z F- w Q W J a�oas 0 LLL U J w ~ C) O V J W Q > 0 allJ.i -asad sauas ��. \,%GENSF * No.58705 lK sO A. LYNN MILLER, P.E. P.E.# 58705 SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SEE NOTE 3, THIS SHEET MAX. SL FRAME WIDTH — �{ HORIZ. (DOOR W! SIDE LITE) REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'X' DOORS. REINFORCEMENT MAX. SL FRAME WIDTH NOT REQUIRED FOR STAND-ALONE 'O' MAX; _ DLO SL SECT. F-F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR NOTES: 1) CLEAR OPENING FOR 'X' AND 'XX DOORS AS FOLLOWS: WIDTH: 'X' DOORS = DOOR FRAME WIDTH - 5.646 'XX' DOOR = DOOR FRAME WIDTH / 2 - 4.079 HEIGHT: DOOR FRAME HEIGHT-3.259" 2) SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX%'OXO"XXO','OXX'AND 'OXXO' CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE'O' 'X' &'XX' CONFIGURATIONS FROM TABLES 1 AND 2. PRO.Duc f REVkSw as romplyme w1ok +tit F wont Cods Ameplame No ..... G}ND CHANW16 SHEET• • • • O 4%vQ4110/17 •••• ••�•• ••••� 0 • • z06 di Se • 0 • O p W 0 co 91DC } h o a 0 N zL 0 cM 0 w Ui 0 J 0 aco LL ~ Z �- _ Z o ®J 'ON WU � a W L1MO1Q 0 w ^ J SMQ L0 o Z rn o p W 06 U) LL 0 W O zaa4S ® N O �— U (3 Z QW a�DDs LLO w LL Z O w N O U J Q Q = p aj�ij -:)Sao0a 5 ll �� AN1y ,''�,,� �Y LYNj • �ICENgF �x�� i * No. 58705 • � •' STA i �s •'•F�ORIDA .•' \��;� `SZONAL EN '11111111j 0%G A. LYNN MILLER, P.E. P.E.# 58705 ITEM DWG # jPGT# DESCRIPTION 1 9438 160411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7632X12FPXP #8-32 X.500 PH. FL. MS - S.S. WISILICONE PATCH 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A M3016 FILLER HEAD ADAPTER 11 11000 611600M OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL TSLOT MSBURY#32011 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .065 @ THRESHOLD, OPTIONAL 15 11002A 411002A ACETAL SPACER .095 Q THRESHOLD, OPTIONAL 16 11003A 411003A ACETAL SPACER .140 @ THRESHOLD, OPTIONAL 20 915D 60380 FRAME JAMB (OUTSWING) 21 1010 160300 WSTP.,Q-LON .190 X.375 HIGH 22 SW8 166608M REINFORCEMENT, 1.D0D X 2.750 X0.650, 6061-T5 23 1140 178M 12PSATS #8 X 1.500 PH SQ A T/S 24 1048 171048 JAMB SCREW COVER CAP 25 930 141721N STRIKE PLATE INSERT 26 1118 171OX34PFA #10 X.750 PH. FL. SMS 27 7070 167070K BULB WEATHERSTRIP .187 X .300 HIGH 30 910D 16910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 16911 DOOR PANEL, SIDE RAIL 32 917 17FFLMO HINGE EXTRUSION 33 1178 171058FP W,B #10 X.625 PH. FL SMS 34 913A 160378M TRUSS CLAMP 35 1130 16TRODA 5/16.18 THREADED ROD 36 990 17990NUTA 5/16-18 FLANGED HEX NUT 37 914A 160379M WEATHERSTRIP CHANNEL 38 17834FPT #8 X .75 PH. FL. TEK 39 997 170997 GASKET BETWEEN PANEL HEADISILL & PALL STILES) 40 1023 167924G WSTP., .187 X .250 HIGH, FINSEAL 41 928 141720 SLIDE SOLTASSY.(INACTIVE PANEL ONLY) 42 1145 I76Xj2FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 17PMGG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6Q200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOOK SUPPORTASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT(INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 957 17M7X HANDLE STRIKE PLATE 55 1118 171OX34PFA 00 X.750 PH FL. SMS 60 920D 16920D SIDELITE HEADER 61 921D 16921 SIDELITE SILL 62 916B 160381 SIDELITE JAMB 63 1155 1761POA #8 X 1.000 QUAD PN. SMS 64 998 17998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #709N) 66 934A 61641M SIMLITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTIING BLOCK, 3132" X U4" X 1" W/PSA 71 71267K SETTING BLOCK, 1/16" X 112- X 1" W/PSA 72 4222A 164222 BEAD, 7/16" 73 988 6988 BEAD, 318" 74 988 IG BEAD 92 9N 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899 OR 983 95 GLASS, 3/8' LAMI - 1/8" A, .90 PVB, 3116" HS 96 GLASS, 318" LAMI -1/8' HS, .90 PVB, 3/16" HS 97 GLASS, 7116' LAW - 3116" A, .90 PVB, 3116" HS 98 GLASS, 7116" LAMI - 3116' HS, .90 PVB, 3/16" HS 102 11006A 141106A JACETAL SPACER .295 C THRESHOLD, OPTIONAL 103 OFF -THE SHELF IDEAD BOLT LOCK, MIN 1" THROW, GR 3 STEEL 104 OFF -THE SHELF IHANDLEILATCH ASSEMBLY, MIN 7116" THROW, GR 3 STEEL ITEMS # 17-1y, 1t3, zy, �b-b�, bts, oa, r5-la, t14-`J I � ya-Iv I hr<r= rvv r USED AND ARE NOT PART OF THIS APPROVAL. STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE 1/4" NOM. KODISPACE 4SG TPS INT. GLASS MELT BUTYL STRUCTUR SILICO FO3/16" NOM. W AC8 DESICCA SUPER EXT. GLASS1 SPACER®NXT TM BUTYL & DESICCANT FOAM EXT. GLASS --\ POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS ALUMINUM REINFORCEMENT DURASEAL® 82 SPACER INT. GLASS DESICCANT FILL AREA 1-- 5/16" NOM. SILICONE SEAL XL EDGETM 83 SPACER INT. GLASS Part # Description Material 80 Kommerling 4SG TIPS Spacer System —See this Sheet for 81 Quanex super Spacer nXr with Hot Melt Butyl 82 Quanex Duraseal Spacer Materials 83 Cardinal A- Edge Spacer REFERENCE TEST REPORI 5: F I L-611 r, 69bts & t5V(U P4iC)Duc f R E'VtS€ti as compiy4g wiEli the FTorku bbul4ng Code Acceptance Ns 1 -0 3 Ls -G l • • EtP3r Me ' ' " � • o QJJC4 CHANaEFp.- jI�S SHEET• .ft - 04/10/17 • • :W ••. z >0 . .. � t • Y; �. • �0 Lu 'ti O o o � U' N fll O O c O aF 0 Z O LL O �_ Z W U W o ©� U Xe UMDJQ 'ON OMO _ ¢ W co W O W } .I ti a Or Z O V W l7 uo �— (q J LL 0 W Ln 0 Iaa45 ® cq U Q Z z a QW al°aS O u- Z ? Q o Lu a c p QW1 I •asap Isauesi `i11 Illll * ;No.58705 'off% SA! S�9NAL EN�'``• A. LYNN MILLER, P.E. P.E.# 58705 1.750 --el 4.000 DOOR PANEL 30 TOP & BOTTOM RAIL 6063-T5 j-+--1.750 4.100 4.100 DOOR PANEL 31 SIDE RAIL 6063-T5 3.655 3.111� .550 1.400 .050 1 0 FILLER HEAD ADAPTER 6063-T6 3.000 1.272 j 9 050 �L FRAME HEAD 6063-T6 .050- 1 .079 1.489 .ass 3.000 11 OUTSWING THRESHOLD 6063 T6 1.500 .125 750 34 TRUSS CLAMP 6063-T5 5.459 6.085 i 1.750 -1 .675 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 � 3.100 60 SL HEADER 6063-T6 4.675 805 I�- 050 683 74 3/l6" GLAZING BEAD 6063-T5 j 1.479 L 50 3_100 61 SL SILL 6063-T6 1.7501 4.100 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 -fI �-.363 .050 . �- 'If 683 %6 5/8" GLAZING BEAD 6063-T5 5.212 1.480 -1 2Q DOOR FRAME JAMB 6063-T6 1.578 .890 050 3.000 1 62 SL JAMB 6063-T6 37 WEATHER STRIP CHANNEL 6063-T5 0.375 2.125 125 32 HINGE 6063-T5 �.172 050 .683 L+1 1.092 f 74 IG GLAZING BEAD 6063-T5 .504 .830 � � .360 .055 13 OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.980 2.750 .050 -- � 1.0100 i 650 .125 - SL JAMB 66 ADAPTER 22 TUBE MULL 6063-T6 6063-T5 PRODUC £ REVISED asa Mplyizeg With F7cvi{.aU �jtbC f Acceptsace Fa ag us Sidtc / o �gL�t,�y4�.� t i. to '� • •. •` • .i - .. y y�{ Li%.• • • I%)"@ CHANGE&TIHI6 SHEET! •3R O.Q*W17 •••• ••:•• •j �•: ?•• w: o O ti > o Ix O {� CAI i L M O O � o 0 � a1 (n w O Z " ca o -) .ON JMQ W co S W ~ UMOJQ o W T J h W O0 Z O 0 7aay5 ® N cm 0 cm V ZLLJ Z Z LL O of ILLO O U J Q W LL al?!i I is&Q sa+las ONY LYNN * No.58705 O : sa � - �� SZONAL l0N A. LYNN MILLER, P.E. P.E.# 58705 X DOORS, ALL GLASS TYP ANCHOR TYPE & SUBSTRATE 2, 3, WOO 3ALUM 1 2 CONC LOAD S Q m Q 7 X U 3 u� X EL cn 3 Q _ X Q m Q 7 X U o Q La ' X u 0 Q = X MAX DOOR FRAME WIDTH MAX FRAME HEIGHT 25.50 79.75 83.75 87.75 91.75 95.75 5 1 2 1 714 2 3 5 2 1 714 2 3 5 2 7 1 4 2 3 5 2 7 4 2 3 6 2 7 4 2 3 27.50 79.75 83.75 87.75 91.75 95.75 5 1 2 7 4 2 3 5 2 7 4 2 3 5 2 7 4 2 3 6 2 7. 4 2 5 6 2 7 4 2 5 29.50 79.75 83.75 87.75 91.75 95.75 5 2 8 4 2 3 5 2 81 4 2 3 6 2 8 4 2 5 6 2 8 4 2 5 6 2 8 4 2 5 31.50 79.75 83.75 87.75 91.75 95.75 5 2 8 4 2 3 6 2 8 4 2 5 6 2 8 4 2 5 6 2 8 4 2 5 7 2 101 4 2 5 33.50 79.75 83.75 87.75 91.75 95.75 6 3 8 1 4 3 1 3 6 3 81 4 3 1 5 6 3 8 1 4 3 1 5 7 3 101 4 3 5 7 3 101 4 3 5 35.50 79.75 83.75 87.75 91.75 95.75 6 3 8 1 4 3 5 6 3 81 4 3 5 6 3 81 4 3 5 7 3 101 4 3 5 7 3 101 4 3 1 5 7.5 79.75 e 87.75 91.75 95.75 6 3 8 4 3 6 7 3 3 8 10 4 4 ZT 3 5 7 3 10 4 3 5 7 3 101 4 3 5 6" MAX. 20-718" MAX. O.C. A^A 95-3/4" MAX. FRAME HEIGHT NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. w z 0 m a HEAD ZONE "C" J SILL ZONE "C" LOAD ZONES FOR SINGLE DOOR, X 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): 13-114" 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. 4) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. a LU z 0 N m Q Design Pressure See Sheet 2, Table 1 PROfDUC f H E4IIV D a® maplying Wilk that #'` s)x - a [PANag Code Ameplsese NO 4 G � :SNV4909!Kett ^G_ t`Stt�v•• sum ..c j f).W&SHE&.(;6VD1NING.WA. O "Ej, ,pjTIONS, 4QW� ELEVAJIM. `x a • AND ANCHORT BLES.-JR�0••: ••••w • •• • Z • .o w•• O co G O �UJ 0 J M c7 ky O O OJoo aF W r z�W oL9 Fe UW o a U .ON JM 0 W co = Q c9 ~O LU � UMOJQ W r d J a w t!) z 01LL r 06 06 O Of m N O 7aa4S ® � 2 H () z z aroas U- LL Q J 0 L) J Q 0 Q X ap l �saQ sauas \`��Iyllrrrr�� .�` NY LYN p .N % �\ �a oCENs,, * No.58705 -U S/0NAL A. LYNN MILLER, P.E. P.E.# 58705 TAMI C G- XX DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WO 3 ALUM 1 2 CONC LOAD ZONES Q o rn JMAX w Q X � J QN u1 X DOOR FRAME WIDTH MAX FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 1 4 2 5 4 4 2 51.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 55.75 79.75 83.75 87.75 91.75 95.75 5 4 4 2 5 4 4 2 5 4 4 2 6 4 4 3 6 4 4 3 59.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 63.75 I 79.75 5 5 4 2 83.75 6 5 4 3 87.75 91.75 95.75 6 5 4. 6 5 4 3 6 4 3 67.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 71.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 20-7/8" MAX. O.C. 6„ 9" MAX. A3A MAX C-C 4 84-3/8" MAX. DLO / 24-9/16\ / MAX. DLO\ / 13-114" MAX. 23-1 /8" MAX. O.C. 95-3/4" MAX. _ FRAME HEIGHT TYP. ELEVATION OF XX CONFIGURATION ZONE "D" 9" nr-r%u MAX. ZONE "D" Q w z 91-3/4" m g LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 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 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 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, 63-3/4" WIDE X 91-3/4" 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 = DENOTES ANCHOR LOCATION. i4 LoCII'REv T•• asrempling with dw FW a • • • • pisace No kc f. ttofaftn Dat .. !• 44.E •. .�• �� ... oev .... c :f N jWSHEET COMBINING SIZE • y ELEVATIONS, ZONE•ELEVATIONS AND ANCHOR•TABLES. - JR - • • • LLI > �I' Cn 0 'naa im o 0 > > aOQ U N zy O O ; w J C> a N z V' Co -to w UlW o ®� U �B .'N HMO W 00 _ ¢ W UMOJQ o W � J ~o W oa T Z LL O 00 cfl N O O ;aayS () z ¢ W J O LL ~ W o U Q C) f� LL awi -osap sauaS ttk%IIIIIII111 aONY LYNAI � _�' • �tCENSF . �� No. 58705 ;AO STATE F � � SS, • •..... G . O E �� NAL0N� A. LYNN MILLER, P.E. P.E.# 58705 'T A01 C 7• O SIDE LITE, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES iu ' J J m m Q < _ ; o O = m m- < O iu J J co _ O MAX SIDE LITE FRAME WIDTH IDTH MAX FRAME 10.75 79.75 83.75 87.75 91.75 95.75 4 1 4 1 4 1 1 4 1 4 1 1 4 1 4 1 1 4 1 4 1 4 1 12.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 i 2 4 2 4 t 2 4 2 4 I 2 4 2 19.00 79.75 83.75 87.75 91.75 95.75 4 i 2 4 2 4 1 2 4 2 4 2 4 2 4 j 2 4 2 4 2 4 2 21.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 ? 2 4 2 4 `. 2 4 2 5 2 4 2 5 ' 2 4 2 27.75 79.75 83.75 87.75 91.75 95.75 5 1 2 4 2 5 I 2 4 2 5 1 2 4 2 6 i 2 4 2 6 ! 2 4 2 36.13 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 1 3 4 3 7 3 4 3 7 ( 3 4 3 7 3 4 3 36.75 79.75 83.75 87.75 91.75 95.75 6 i 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 ; 3 4 3 17-7/8' MAX. O.C. 6" B-B MAX. 3 i i- 23-1/8" MAX. O.C. f- - F-F 4 NOTES: 84-3/8" MAX. DLO 33-5/8" MAX. DLO B-B 3 36-3/4" MAX. ' 'SIDE LITE FRAME WIDTH ' 13-1/4" MAX. m 95-3/4" w Z - MAX. O FRAME m HEIGHT Q TYP. ELEVATION OF SINGLE SIDELITE, O 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. HEAD ZONE "E" Ea w Z 0 m Q J SILL h ZONE "E" LOAD ZONES FOR SINGLE SIDELITE, O 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 Sheet 2, TaUe 2 fi 1.iE�Jii SHEET COMBINING SIZE LE�/A IONS,•ZONF ELEVATIONS• O ..•S AND ANCHOR7�RBL�66. - JR - 441tO/:7 .. •. .. Z � Y t� w > w d O U) naa LO ti o > O aop U' CV Z LOU) M^L U)Wp - a O Z c0 b J U �w o U .ON 9MQ W = Q w J UMtlJQ OUJ o>� a. w o c- Z L) 0 •- 06 otS O Of 0) ® N O aaa�15 0 (� z Z W cj) MODS g J LL O LL J H 0 U � Q 0 O agr1 -asap sa!las - \\�tkIIf117/// * No.58705 -10 O STA L� 6 �i�� F�ORIDP N ZONAL EN //�/1!lf1i4111\ A. LYNN MILLER, P.E. P.E.# 58705 XO & OX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2 3, WOOD 3 ALUM 1,2, CONIC LOAD ZONES j iu _ J m i o _ 2 ¢ I p0 p J_ ❑�❑ a _ X co X m 2 O iu o ¢ i O b a ¢ i X m 2 , X MAX SIDE LITE FRAME WIDTH MAX'x DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 7 5 4 2 3 4 4 2 7 5 4 2 3 4 4 2 7 5 4 2 3 4 4 2 7 1 5 4 2 3 4 4 2 7 6 4 2 3 4 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 7 5 4 2 3 4 4 2 7 5 4 2 3 4 4 2 7 5 4 2 3 4 4 2 7 6 4 2 5 4 4 2 7 6 4 2 5 4 19.00 29.50 79.75 83,75 87,75 91.75 95.75 4 3 1 8 5 4 2 3 4 4 3 8 5 4 2 3 4 4 3 8 6 4 2 5 1 4 4 1 3 8 6 4 2 5 1 4 4 3 8 6 4 2 5 4 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 I 3 8 5 4 2 3 4 4 3 8 6 4 2 5 4 4 3 8 6 4 2 5 4 5 3 8 6 4 2 5 4 5 3 10 7 4 2 5 4 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 8 6 4 2 3 4 5 3 3 8 6 4 2 5 4 5 I 3 8 6 4 2 5 4 6 3 10 7 4 3 5 4 6 3 10 7 4 3 5 4 36,13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 8 6 4 3 5 4 6 4 8 6 4 3 5 4 7 5 8 6 4 3 5 4 7 5 10 7 3 5 4 7 5 10 7 4 3 5 4 36.75 37.50 79.75 83.75 -87.75 91.75 95.75 6 1 4 8 6 4 3 5 4 6 4 8 6 4 3 5 4 7 5 10 7 4_ -3- 5 1 4 7 5 10 7 4 3 E7 5 10 7 4 3 5 1 4 ANCHOR QUANTITIES FOR I Fit L)U UK ANU CAW: LI I t I v tit DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. 6" MAX. 23-1/8" MAX. O.C. 9" MAX. 6" MAX. AA -A B-B-B 84-3/8" MAX. DLO / / E-E / 4 L 24-9/1 fi" MAX. DLO 13-1 /4" MAX. A -A 37-1/2" MAX. DOOR 3 \-fJ ITE/FRA E WIDTH 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE FRAME WIDTH ABUTS A SIDE LITE ARE NOT AVAILABLE WITH 73 1!2" MAX. DOOR +SIDE LITE FRAME WIDTH REINFORCEMENT. TYP. ELEVATION OF XO CONFIGURATION 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE (OX SIMILAR) ASSEMBLED. H6EANID ZZON�� HEAD ZONE "E' 6" MAX. SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. I w z O N m IS 33-5/8" MAX. DLO Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreintorced: See Sheet 2, Tables 3 & 4 13-1l4" MAX. - 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 95-314" FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. - MAX. FOR CMU): FRAME JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND HEIGHT 23-1/8" MAX. O.C. HEAD & SILL.OF DOORS: 6" MAX. FROM CORNERS, - 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" 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. m LU z O m 6 MAX. 9" MAX. 24-3/4" SILL ZONE "D" SILL ZONE "E" LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE (OX SIMILAR) EXAMPLE: XO WITH GLASS TYPE B, 36" X 84' SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, ANCHOR TYPE 3 INTO CONC. DOOR DESIGN PRESSURE = +75 / -75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOOR JAMB 4 ANCHORS @ SIDE LITE JAMB 5 ANCHORS @ DOOR PANEL @ HEAD 5 ANCHORS @ DOOR PANEL @ SILL 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 8. X = DENOTES ANCHOR LOCATION. W z Y W 0p } j U,a�o 0O 0 N z w U� c7 it fn o O O J p a� W Z U_ x W U U W a W UMDJQ '0N ~O 111 J �MQ � o > o W Z V LL O 06 0 N O Iaa4s co ® N 0 co v < z Z WLL aloas O W x J o w 06 O U Q 0 0 aq l -.,)saa sagas N0. 58705 .0 �CC�\ T ' .,////'ONAL yEN.�`�. A. LYNN MILLER, P.E. P.E.# 58705 OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES i I1J - J m� N w Q 0 p lL - ¢ X � g O W -2J w O 11 s J LU , X MAX SIDE LITE FRAME WIDTH MAX 'XMAX DOOR FRAME WIDTH FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 3 2 6 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 12 7 4 2 3 4 2 7 4 2 3 4 E 2 7 4 2 3 4 2 7 4 2 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 1 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 3 4' 3 7 4 2 5 4 1 3 8 4 2 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 5 j 3 8 4 2 5 5; 3 8 4 2 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5; 3 8 4 2 3 5 1 3 8 4 2 5 5 3 8 4 2 5 6 j 3 8 4 3 5 6 3 101 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 1 4 8 1 4 3 5 6 4 8 4 3 5 7 i 5 8 4 3 5 7 5 10 4 3 5 7 1 5 10 4 3 5 36.75 71.75 - - 79.75 83.75 -87.75 91.75 95.75 6 1 4 8 4 3 5 6 j 4 9 4 3 5 7 -5 9 4 3- 5- 7 5 10 4 3 5 75 101 4 3 5 ANGIIUK UUAN I I I ItJ I -UK I Mr- UUUM 1VVU attic Ll I c i U Pc DETERMINED INDEPENDENTLY. 20-7/8" MAX. O.C. 6" 6" MAX. MAX. Imo- I t I 23-1 /8" MAX. O.C. 1 w z 0 m Q 33-5/8" MAX. DLO I \ 84-3/8" MAC. DLO \ E4 � 24-9/16%, 1AX. DLO \ 6" MAX. 6" MAX. B-B I I 3 1 1 I I I I i A A i I B-B I 36-314" MAX. SIDE 3 3 LITE FRAME WIDTH 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 HEAD ZONE "E" ZONE "F" ZONE "E" / / SILL I I ZONE"E" ZONE"F" ZON E"E" LOAD ZONES FOR OXO CONFIGURATION 24-3/4" MAX. O.C. 13-1/4" MAX. 95-3/4" MAX. FRAME HEIGHT NOTES: Design Pressure Reinforced: I NIA Unreinforced: I See Sheet 2, Tables 3 & 4 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 23-1/8" 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. m z 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 0 14 & 15. m Q 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. •••••• P40"Cr KEVt4W.n ... ascuptyNg with t6e•% a • • �'s�raq¢at late t e 2.'�- • 04 Y C9 wz (n naZj w d' 0 } o > 0 aoQ C7 CV i w o 0Joo aN Z W O LL t0 EX -j U U o ® Xe oN W I00 Q LU uMoaQ O UJ } J JMQ ti a w Lo o I. 0 Z 0 T- oa oa LL O Ci 0 Iaa4S ® 0 = H i C) Z QWLL Q arms -j O LL W r- Q U J O XO Q ksao 0 z'W1 sa �aS i LICENSE'<< ` * No.58705 OT . w "l11111% W A. LYNN MILLER, P.E. P.E.# 58705 XXO & OXX, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2. 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES c m - m Q ' O w J U) a w _ O c m ¢ X c� L.] J U) '❑ w X LL J co 0 w s X c I p 2 i Q Q w I = O 1 0 m Q X ❑ S LL _I i J o I '❑ w l w x z X 1 X MAX SIDE LITE FRAME WIDTH MAX ')v DOOR FRAME WIDTH M AX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 4 3 6 4 2 4 2 1 3 4 2 5 4 7 4! 2 4 2 1 3 4 2 5 4 7 4 11 2 4 2 11 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 1 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 i 3 4 2 5 4 7 4 2 4 2 1 3 4 2 5 4 7 4 2 4 2' 3 4 2 6 4 7 4 2 4 3 1 5 19.00 55.75 79.75 83.75 87.75 91.75 95,75 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 6 4 7 4 2 4 3 1 5 4 3 6 4 8 4 1 2 4 3 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 5 5 8 4 2 4 2 13 4 3 5 5 8 4 i 2 4 2 3 4 3 6 5 8 4 1 2 4 3 1 5 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 j 2 4 3 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 5 5 8 4 2 4 2 1 3 5 3 6 5 8 4 1 2 4 3 i 5 5 3 6 5 8 4 2 4 3 1 5 6 3 6 5 8 4! 3 4 3 1 5 6 3 7 6 10 4 3 4 3 t 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5 6 5 8 4 3 4 3 5 7 5 7 6 101 4 1 3 4 3 5 7 5 7 6 101 4 3 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 i 3 4 3 5 6 4 6 5 9 1 4 3 4 3 1 5 7 5 6 5 9 4' 3 4 3 1 5 7 5 7 6 10 4 3 4 3 1 5 r 7 1 5 1 7 6 10 4 3 4 3 5 ANGHUK WAN I I I It,> t-UK I f7C UUUR NIVu JIUG LI I c I U OF - DETERMINED INDEPENDENTLY. 9" MAX. 20-718' MAX. O.C. 6" MAX. 9" MAX. A -A _ 23-1 /8" MAX. O.C. C-C 4 i w z 0 m Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 24-3/4" MAX. O.C. Unreintorced: See Sheet 2, Tables 3 & 4 I / \ i / \ \ SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 843M" MAX. D.l_O / E-E / 4 24-9/16\ / 33-5/8" MAX. DLO\ / MAX. DLO 1\ J IT, 6" MAX. 23-1 /8" MAX. DLO 95-3/4" _ MAX. FRAME HEIGHT I I A A I I I B-B I I 3 3 36-3/4" MAX. 71-3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAME WIDTH 107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION (OXX SIMILAR) HEAD HEAD HEAD ZONE "D" ZONE "F" ZONE "E" SILL SILL SILL ZONE* D" ZONE F" ZONE" E" LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) m w z 0 m a 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 23-1/8" 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 LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. W LU w Q in nab 0 0 9100 } o O N z w 0 It �w Lp O 0 a= (Q _O U_ ao Z (D o S2 J W -� UW o ®, "e .oN JMQ W t9 W uMo�O O E J O > o W Z N LL. O N !Y � co ® N 0 O J 7aa+i5 r cli 1: H C) Z LU Z QW X aro�s IJ_$ LL 0 _j � o w U O Q � Q ap 1 'Rao sauas `�kII,IIIIIIIl \ �'�•,. Y LYNX \,iCEN�/ * No- 58705 =_ "0 tc S�0NAL 0EN,�``. A. LYNN MILLER, P.E. P.E.# 58705 TABLE 11 OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2' 3, WOOD 1 3 ALUM 1 2 CONC LOAD ZONES m g ' O c lL w J J J J 55 la 4! W _ O X - m O s w J J co Q O iL coMAX DQ W XX X SIDE LITE FRAME WIDTH MAX 'XK DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 1 6 4 2 3 4 2 7 4 2 3 4 2 j 7 4 2 3 4 2 f 7 4 2 3 4 2 7 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2; 7 4 2 3 4 2 `•:. 7 4 2 3 4 2 i 7 4 2 3 4 2 i 7 4 2 3 4 2 7 4 2 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 3 4 3 i 7 4 2 5 4 3 8 4 2 5 21.75 59.75 79.75 83.75 87,75 91.75 95.75 4 3 j 8 4 2 3 4 3 8 4 2 3 4 3 i$ 4 2 5 5 3 i 81 4 2 5 5 3 8 1 4 2 1 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3; 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 31 8 4 3 5 6 3! 101 4 3 1 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4' 8 4 3 5 6 4 8 4 3 5 7 5 8 4 3 5 7 5 10 4 3 5 7 5 10 4 3 5 36.75 71.75 - 79.75 83.75 -87.75- 91.75 95.75 6 4 8 4 3 5 6 4 j 9 4 3 5 -7--5- � 9 4 3 ' 5- 7 5 1 10 4 3 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 6" MAX. 23-1 /8" MAX. O.C. T- � E-E 4 23-1/8" w z O N m I� 9" A MAX. 20-7/8"- Mom' f I� 24 3/4" SILL 6" MAX. j�-- ZONE "E" SILZONE "I" F" SILL ZONE ZONE "F" 20-7/8" MAX. O.C. t6" MAX. B-B 31 9" MAX. 9" MAX. A -A 3 9" MAX. I l- 24-3/4" MAX. O.C. / \ SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 84-3/8" MAX. DLO \ C-C \ 4 / 4 \ / I 24-9/16X / 33-5/8" MAX. DLO\ / MAX. DLO B-B A -A 3 3 36-3/4" MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH LITE FRAME WIDTH 143-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION HEAD HEAD HEAD �- ZONE "E" ZONE "F" ZONE "F" HEAD ZONE "E" -� 6" MAX. LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE w z O m Q 95-3/4" MAX. FRAME HEIGHT Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforced: I 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 23-1/8" 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 LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE = +34 / -34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ 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. .. rTMtl ".SHEETCOIVIBiNINGSIZE. m 1ELEVAiIONS,,ZONE.ELEVATjq j% AND ANCHOR,'1'A'9L'FS. - JR - 04 Y O w z > 0 j naa W �w o O C) N z w O M 0 fr W cn U-) O O J o J O CL W Z co '19 Uw o ®� U w .oN w O = Q UMDJG JSMQ o > It o uJ 0 �Z IL)❑ LL O M co ® N O aaa4S U Z aw Z =r F-• a &IDDS _j O ILL a w 2 O O U " J Q OLL ❑ agil ��sap sauas \\��I►IIlrr�r�� i ��,�'� • �,1GENSF' �� * No.58705 STA E F I,' C� "4ORtDP • \�\ G /`/'ONAL. A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE �- 2X WOODIJ SEE TABLE BUCK, NOTE 1 A, SHEET 1 - _ I WOOD BUCK, NOTE 1 EDGE DISTANCE EMBEDMENT EDGE[ SEE TABLE A, SHEET 1 EMBEDMENT L�z �- 1/4" MAX. SHIM 1/4" MAX. SHIM 1/4" MAX. SHIM DOOR HEAD (WOOD) EMBEDMENT — __I MAX. SHIM � EDGE DISTANCE STAGGERED ANCHORS 2X WOOD BUCK, NOTE 1 DOORJAMB(WOOD) SEE TABLE A, SHEET 1 �1/4" MAX. SHIM .1 EMBEDMENT 2X WOOD EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) SEE TABLE A, SHEET 1 DOOR HEAD (CONC) EMBEDMENT �{ 114" MAX. SHIM -I STAGGERED ANCHORS EDGE DISTANCE 1X WOOD BUCK, NOTE 1 DOOR JAMB (CONC) SEE TABLE A, SHEET 1 �1/4" MAX. SEE TABLE A,SHEET 1 EMBEDMENT �--►� EDGE DISTANCE DOOR SILL (CONC) kBLE ET 1 DOOR HEAD (ALUMINUM) ffa STAGGERE ANCHOR A, SHEET 1 DGE DISTANCE DOOR JAMB (ALUMINUM) FSEE TABLE A, SHEET 1 EDGE DISTANCE 14" MAX. SHIM SEE TABLE A, SHEET 1 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 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) 04 0 j ? � W_ ❑o � O O 05 t` o O al°Q U' 04 z w m O M LO o 0 M J aF v) W o O p Z U- <D x o (7 - -) 2 W 7 N w `^ x8 ON WU co a LU umOjo ~O W ti d a W 1MQ 0 az� v ❑ in 0 L- O 0 N laauS ❑ +J U) Z _j < aJ°�S LL 0 � LL Z w � 1 Q O ❑ ILL ILL all±l DsaQ sauaS `�,�I11111l�� ONY LYN/v .• �10ENSF . �� % _ * No.58705 :4` STA E F (v i ''•A<ORIDp. G\�� isiONAL lEN �•��. A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD EDGE DISTANCE BUCK, NOTE 1 EMBEDMENT �1/4" MAX. SHIM SEE TABLE A, SHEET 1 SIDE LITE HEAD (WOOD) EMBEDMENT [EDGE DISTANCE ;EE TABLE ,, SHEET 1 BUCK, NOTE 1 SIDE LITE JAMB (WOOD) TABLE A, SHEET 1 /4" MAX. SHIM EMBEDMENT EDGE DISTANCE BU WOOD CK,NOTE1 SIDE LITE SILL (WOOD) SEE TABLE —EDGE DISTANCE A, SHEET 1 e EMBEDMENT 1X WOOD BUCK, 1/4" MAX. SHIM NOTE 1 SEE TABLE A, SHEET 1 SIDE LITE HEAD (CONC) EMBEDMENT 1/4" MAX. SHIM SEE TABLE EDGE DISTANCE A, SHEET 1 q t e SEE TABLE A, SHEET 1 1X WOOD BUCK, NOTE 1 SIDE LITE JAMB (CONC) SEE TABLE A, SHEET 1 IX WOOD BUCK, NOTE 1 �1/4" MAX. SHIM SEE TABLE A, SHEET 1 EMBEDMENT v �+---�— EDGE DISTANCE SIDE LITE SILL (CONC) :DGE DISTANCE SEE TABLE A, SHEET 1 14" MAX. SHIM ABLE ET 1 SIDE LITE HEAD (ALUMINUM) SEE TABLE A, SHEET 1 EDGE DISTANCE E TABLE SHEET 1 SIDE LITE JAMB (ALUMINUM) SHEET 1 /4" MAX. SHIM SEE TABLE A, SHEET 1 SIDE LITE SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1 x 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. a EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS) �'titDDiJC f FUU�SC� • • • • plee-No Date Lac FS IFIED DETAILS, ADDED • ° ?ALUMIIELIM. - fji01100117 ••••i �• � • ••• • • •• • ••••• z 0 w > w cY n nab OQ L o Lu � 0 acl �i N ? L O M � O J C O a� t— LJL Z co b J Ill —� UL o ®� U �8 ON DM0 W o 2 Q I— c9 W UMOJQ O W J > o W T_ CD0) � Z� L W U) J U- O T- w rn O 0 7aaWS 0 O N 0 J U Z z Q' W O LLLL W U 0 J Q v, Q al711 'asaa sauaS BONY r_YNIV _ *P NO. 58705 _-0 *- ;moo s` � �� A r F fb '/4NAL 0o\\\ �'/lrri1100\ A. LYNN MILLER, P.E. P.E.# 58705