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WS-18-2258 (2)`yHOREy L,` Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795 2204 <0 to Permit NO. WS-8-18-2258 Permit Type: Windows/Shutters Per 't-rk Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/23/2018 1 Expiration: 02/19/2019 Project Address Parcel Number Applicant 145 NE 94 Street 1132060132920 PETER HAMMER Miami Shores, FL 33138- Block: Lot: uwner mtormation Address Phone Cell PETER HAMMER 145 NE 94 Street (312)504-2854 MIAMI SHORES FL 33138- Contractors) Phone Cell Phone FLORIDA SOLAR & AIR INC (305)428-2555 Type of Work: REPLACING 36 WINDOWS & 3 DOORS SIZE No of Openings: 39 Additional Info: REPLACING 36 WINDOWS & 3 DOORS SIZE Classification: Residential Scanning: 3 G Fees Due Amount CCF $32.40 DBPR Fee $7.35 DCA Fee $4.90 Education Surcharge $10.80 Permit Fee $490.00 Scanning Fee $9.00 Technology Fee $43.20 Total: $597.65 Valuation: $ 53,880.00 Total Sci Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68655 08/23/2018 Credit Card $ 50.00 $ 547.65 08/23/2018 Check #: 6702 $ 547.65 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFMAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construe n and more, I authorize the above -named contractor to do the work stated. Auqust 23, 2018 Building C August 23, 2018 nature:0 ner / Applicant / Contractor / Agent partment Copy Miami Shores Village Building Department AUG 28 2 18 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 _ _ -_��` Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. 18 -ZZSS PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F_JPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: H!) tip_ q4 9SI' ("ice 2bnceS F1 ';&BB City: Miami //Shores �V1 County: Miami Dade Zip: Folio/Parcel#: IIOIDO I3�d Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder) ErlIoW=ft �. .'�e� lAarnmelr Phone#. Address:lyt) NE !_fl City: m \nmk e hc7rec_' State: FL Zip: Tenant/Lessee Name: Phone#: Email: Liz C- .Ili Van M3gZ OZ CONTRACTOR: Company Name: %C ck) Gn Cnlc 1 Phone#:--70�3 Z 45ciZ_ Address:,Vgla MlyQmnc Qt&A M City: 1 � 1v(-I_m a r State: Zip: 22�CQSJ Qualifier Name: Phone#: State Certification or Registration #: C I ,-2'ff)-7Z Certificate of Competency #: DESIGNER: Architect/Engineer: Address City: hone#: Zip: Value of Work for this Permit: $ 534Siva Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: lPD ar 1 n Q 3G­_� ( 0t SI Ze -JROr 17_� A0 Specify color of color thru tile: /� /�'l Submittal Fee $ Sv Permit Fee $ `T`4.90 1I V CCF $ 32 . 40 CO/CC $ `T Scanning Fee $ /�� Radon Fee $ • 9 0 DBPR $ -7 • 3S Notary $ Technology Fee $ 4 3 •Z 0 Training/Education Fee $ Structural Reviews $ 00 O Double Fee $ Bond $ TOTAL FEE NOW DUE $ S47 • L vs (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa r3-& OWNER or AGENT The foregoing instrument was acknowledged before this d day of 20 c r . by 'feY � mwll�who is personally known to me or who has produced identification and who did take an oath. NOTARY PUB Sign:_ Print W—W-z MYCOMMISSfONM20010 Seal: II `. EXPI MMay12,2022 .' s • _ _�_ .u.�....a�rnllede�wdEai Signature CONTRACTOR The foregoing instrument was acknowledged before me this t b day of 20 d i , by who is personally known to as me or who has produced identification and who did take an oath. NOTARY PU Sign: Print: Seal: WCOMMISSMt002M M PARM May 12, 2022 as APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowle ment: Qualifier/Owner Signature Date Print Name primary Contract Documents Page 1 of 6 jpg Florida Solar & A(Yr, Inc. Job NLvnbart -�koS5. 11e77 ealamll ►ec4,ehtwar+ar, F18{07{ sty!,%. eAeiflUgS, SCCta1lC705i phi I"nomaillaeI— ■sa=o t?L•tz _+(.:}td"i i,t .� � aaaaaesa+aeat:azaasys .mew dorrtotn ,�(/1 `��'�+/'+' aRx: 0�.332• ��,,5� NamW1.0es+ Addrassl �jgtW. Th{y controals made and antentd lMoetas ��.. doyoi 20-a6 and batwoen Floride Soler St Air, Inc.,6►bnda toIovabon ('FSA'), and ownvl+l nomad atsovo of the roatdame, Ineottd at the addrasa Wadabova ('nuyot' or "Own-'). TheWorkt MlArsestopoffofmthawwkdetttibedasfoltows: Ptnaton.anvbrrdtromrh+ountTnonsad'm{pan 1} RMlotro esktbgt uniu to l+e placed (Nam Removed hears are Okel hadantaged.t doer xtivs+ne l6hd p.+oissa tdoaN+ad.tM msemttela cad dada french dears, the hb+e• Isldentfi+d u eM., 21 Propamapen7nfl+o+noc ory oroaaive rePtaaemant unity. ryht hmee erlalk Nnaa. uwdwhw rrendt deaathn more 8) WiNOOW3s� COI r.; Sentiel Lt Other.^ nt pOOlf5r yhtNl o CSiI TKO S�rnlod O ,CID "In a+ + t, Other pnpacC t � 1 +muhhrm : 1 r s,ZnRlnHbna z_f,R - - 3-f.R CASeMdnt PlewmWindow Other G YO{i 0I ) CLN �lyG aN �tY / City / QW CttY Stondord Cullom FA AF X D X FA AF COIa tJt4� FIXED Sli lnx�jpga Doar S1r7EI@Fn6ndt DOOrs DOu6f®Frlgnch DOots Geomw•trric Coring � Confle CrnFlg RH ( } LHy } RH ( QN� citysty aN QN� Gieip e.A /AA ,e. & f INRLLL HERE 51 Work HPT TO bo napliJCedtP% — " Mena e) Il oppldsW+, femovmg ytwet7n penely entl/ar s•�tuelty Len. iNMAL HERE 73 Spedal lnetruetnanai aW q•amlp Jab de414 and ono -Wit necessary permits cad Intuance. Nhovid FSA be Jnabi• to obtain proper pertnda (for whatever reason) prim to Mma,nmmovol of any work FSA ohaf refund zrry Precious Poyntnnt and this tron—tion ehoif by autanaticdly ea—flad. 91 Add%onalwerk:{Na finlah work otter then normal lnaaEe:bntsw bo dann unleza nofnd horn} 9gfleduloc Contactor ee4ra use ball eNarts IDcoranrrw the workwnhFn• ,...,{ V u tt Neum—40 an of the Co(tie '+Cammmtcamen[ oatee# and shell andaaror to cotndaie all work herounder "Int'n� after the Commenc•me Installation dates inane: to ifuMant••d asprodudisl evanabiEty may vary. / L Contrar, Pnte 6 ,,��•• (�CntrA f'rrlC�tRt The TOTAL PItI A- la and HAtaHAI tt 9 (YJ salos Ta}(—%I g r0 �A/f%��jr � �MtfSbl: dotM% Totot CenVAC Prla4 S t/+•W i�%fhr� !•!•!•ppp___JJ///M' v O bawnpaymenla t:ustomer unddrstands anal payNont dud upo tomP1031orL I/N{IAt HaR[ ►Inondraci Rrdrover [5 JJJ'f���l,O��-lO,}fwraraicsn to cps;Nf(�o//r��f/l/i(1ah�r�.,4ntty/}pj/f. /•/a4o bal• •/7PP/�/+.ya4 a. If goIs Orc sdafloan inA agpfeeement and relawdQO[Jm•m. {,a//1(t�J/t�. rI/,_VI IZ W�VrV� RPyefpi e( i'7rppt paymenb After reaelpi of final Paymarit 1) the tnsuecant+ will La coerdnat• 21 FSA winsaad Ctry he tnanufaotwo>•s V✓eelipj a ]i FSA veld p:ovlda Ownvr a Flnal lNdcar and 0.oloosa at U+n, and Comract+/s finoi Affidavit to Owner, cu tan11a1W ekrdwr :o the sums BUYER'S [tlOf±f TO CAfaC[L• ThB [s a hvmo cnt{dtaUon calm and If yw do oat want the floods or sarvrce+, you may mama sou esroc..,h.....-.r provWn{ written nottea To*a sobor fn pomon, by Schaaf or by ma14 Tine noum court Indicate that you do not want the floods or oar A — and must bo delkarad or poi tmorbod before mtdnlflht of the thlyd buslnoss day offer yam sign this serecment.11 yop Wnc•I this a=roement, [ha se)Ier may nolkeeP aN or part of any wsh down Payment See attached nottta of oanullatton for an exDlenattvn of this rtrJtt, IN WI S t HPR Oe. a pBraeMs her•ta h v �reCOAeed c�mttract and suet, as of the day and Veer fa: a4ow wrhun. mhme+/D mar: /// tip„ r l�r 1 , • '� f'SA fly: AlvsroRmdfiguet INAmeFTntl r[ea aalpf rda—ell _.q�✓'^'`(i� (N �A3/m fAs^eturo er Wmr.) hsste) Home Ownaill-adetjd/r Numm_ ve{ ( ) HO ) auedlna Phanu Ir: Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF TH, PROPERTY Summary Report Property Information Folio: 11-3206-013-2920 Property Address: 145 NE 94 ST Miami Shores, FL 33138-2821 Owner PETER HAMMER ERIK LOWMAN Mailing Address 145 NE 94 ST MIAMI SHORES, FL 33138 USA ... _____ _._.....__...__-._-- PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0802 MULTIFAMILY 2-9 UNITS: 2 LIVING UNITS Beds / Baths / Half 4/3/0 Floors 2 Living Units 2 Actual Area 3,598 Sq.Ft Living Area 3,035 Sq.Ft Adjusted Area 2,979 Sq.Ft Lot Size 12,900 Sq.Ft Year Built 1928 Assessment Information Year Land Value 2018 $322,062 2017 $322,062 2016 $322,062 Building Value $274,537 $276,866 $279,196 XF Value $41,191 $41,688 $42,186 Market Value $637,790 $640,616 $643,444 Assessed Value 1 $637,790 $640,616 $609,907 Benefits Information Benefit Type 2018 2017 2016 __-....._._ �w Non -Homestead Cap _._................._ Assessment Reduction ................ $33,537 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 ............. Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 534165342 ........... _.... _... ....._...___._...... ___. MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 20 & 21 BILK 21 LOT SIZE 100.000 X 129 Generated On : 8/23/2018 Taxable Value Information 2018Z 2017'. 2016 County Exemption Value 1 $50,000 $50,000 $0 Taxable Value 1 $587,7901 $590,616 $609,907 School Board Exemption Value $25,000 $25,000 $0 Taxable Value $612,790 _ $615,616 $643,444 City Exemption Value $50,000 $50,000 $0 Taxable Value i $587,790 $590,616 $609,907 Regional Exemption Value Taxable Value $50,000 $587,790 $50,000 $590,616' $0 $609,907 Sales Information Previous I OR Book - ! Price Qualification Description Sale Pa a 9 30988 05/14/2018 $1,125,000 Qual by exam of deed 1629 27203 03/02/2010 $500,000 Qual by exam of deed 0223 _...... _........... ............... 23998 �_.._ _._ 11/01/2005 $870,000 Sales which are qualified 3086 18224- Sales which are disqualified as a result 07/01/1998 $0 4311 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/propertysearch/ 8/23/2018 o❑ Flo AUG 2 1B jy Name owman & Peter Han F L O R I D'� Date soicturfAm & air BY D AOAIUd . 0 J'F L 0 R A rs solal"&ainl Name owman & Peter Han Date By af0J FP7 V (orph) 175 1620 FBC for HV HZ, or/Fig. 26.5-la Risk Category II Table 1.5-1, page Exposure C Stain. 26.7 Kd 0.85 Table 26.6-1, page 250 Kn 1 Figure 26.8-1, page 252 GCpi 0.18 -0I8 0.55 pitch 0froof 3/12 14.0 dcgnsxs thaw 14.0 degrees 0 .. .. . . . .. .. . . . . . . . . . . . . ....... ... •••S,•••ally1•�W,,}`{• 30 A�u, ilFo#� vLe V'-toriBeyh�F3344 F0092217\'•w•t{'. ••• • __I� • • • Wind Velocites in South Florida Dade Bmward Palm Beach Rik Cat. 1 165 156 156 L- risk to humans fa rru, shsxi Rik Cat 2 175 170 17U Sin le Family Raidsxices Risk Cat. 3&4 186 1 180 180 Enardal Famlais 10.04 150sf 20.0 sf 25.0 sf L 30.0sf f 35Usf 40.0 sf 45.0 sf 50.0 sf 55,0 sf 60.0 sf Mran Roof Height Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 -Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 -42.2 -51.3 41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 39.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 42.8 -52.0 42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 3Z9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 1 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 40.5 -52.0 40.5 -43.5 40.0 -51.2 40.0 -43.1 39.5 -50.3 39.5 -42.6 39.1 -49.5 39.1 -42.2 38.6 -48.7 38.6 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 1 -47.0 -57.2 -46.6 1 -56.3 -46.1 L -55.5 -45.7 -54.6 -45.2 1 -53.8 -144.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 4l.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 46.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -53.3 -44.9 -52.4 -44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 -44.8 -52.0 -44.3 -51.1 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 t 11. St l / f2j4 0.5 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.1 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -45.1 ``OVA .5Z:T� :44.6 1 -51 \JLI�v� Q No12 . 770 J L 2 18_ Sj- - OF = ''��,,;;�1 N ALtE,,,�O' Home Owner ILowman & Hammer Address 145 NE 94 St. Miami Shores, FI. Date • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • i s ••• • 08�'r5/1�• • � ••• • • • • • • • • • • • • ••• • ••• • MARK Window/Door SGD, mull WIDTH (in) HEIGHT (in) • • Window/door • r�1�2V?; •.•( ). rr(rLkt Aporoval # •. • Allowable pressure see NOA Shutter required? (Y/n) Product rated for impact? (Y/n) Location of opening + sf - psf 1 SH 39.875 62.25 • • • • ' • ' JZ-1Qj8.08 75 75 n y Living Room 1a Mull 1 x4 62.25 y 17-0630.11 170 170 n y Living Room 2 SH 40. 62.25 y 17-1018.08 75 75 n y Living Room 2a Mull 1 x 4 62.25 y 17-0630.11 170 170 n y Living Room 3 SH 39.875 62.5 y 17-1018.08 75 75 n y Living Room 4 SH 35. 46. y 17-1018.08 75 75 n y Florida room 4a Mull 1 x 4 46. y 17-0630.11 170 170 n y Florida room 5 SH 35. 46. y 17-1018.08 75 75 n y Florida room 6 Mull 1 x 4 70. y 17-0630.11 136.9 136.9 n y Florida room 6a PW Geo 70. 18. y 17-0918.07 80 80 n y Florida room 7 SH 32.875 46. y 17-1018.08 75 75 n y Florida room 7a Mull 1 x 4 46. y 17-0630.11 170 170 n y Florida room 8 SH 32.885 46. y 17-1018.08 75 75 n y Florida room 9a Mull 1 x 4 65.75 y 17-0630.11 170 170 n y Florida room 9 PW Geo 65.75 25.25 y 17-0918.07 80 80 n y Florida room 10 SH 32.875 46. 17-1018.08 75 75 n Florida room 10a Mull 1 x 4 46. 17-0630.11 170 170 n y Florida room 11 SH 32.875 46. y 17-1018.08 75 75 n Florida room 12a Mull 1 x 4 65.5 y 17-0630.11 170 170 n y Florida room 12 PW Geo 65.5 24. y 17-0918.07 80 80 n y Florida room 13 SH 32.75 46. y 17-1018.08 75 75 n y Florida room 13a Mull 1 x 4 46. y 17-0630.11 170 170 n y Florida room 14 SH 32.75 46. y 17-1018.08 75 75 n j y Florida room 15a Mull 1 x 4 65.5 17-0630.11 170 170 n yFlorida room 15 PW Geo 65.5 24. y 17-0918.07 80 80 n IFlorida room 16 DFD 60. 80. 17-1226.05 80 80 nJ��yFlorida room Hammer -Lowman pg1 Template Ledger.xls . . ... . . . ... .. .. . . . .. .. . Home Owner ILowman & Hammer Address Page 2 Date i i •�• 0841'S/1e• i •�• MARK Window/Door SGD, mull WIDTH (in) HEIGHT (in) • •� • Window/door :rP,pl •••( )• • WrIM .015roval # • •• • Allowable pressure see NOA Shutter required? (y/n) Product rated for impact? (y/n) Location of opening + psf - psf 17 DFD 46.875 80. • • ' • • • :17;-122,EP.05 80 80 n Y Dining Room 18 SH 39.625 55.5 Y 17-1018.08 75 75 n Y Dining Room 18a Mull 1 x 4 55.5 y 17-0630.11 170 170 n Y Dining Room 19 SH 39.625 55.5 y 17-1018.08 75 75 n Y Dining Room 19a Mull 1 x 4 55.5 y 17-0630.11 170 170 n Y Dininq Room 20 SH 39.625 55.5 Y 17-1018.08 75 75 n Y Dining Room 21 SH 41. 53. Y 17-1018.08 75 75 n Y Kitchen 22 SH 47. 47. Y 17-1018.08 75 75 n Y Kitchen 23 SH 37.5 63.5 Y 17-1018.08 75 75 n Y Stairway landing 24 SH 37.5 55.5 Y 17-1018.08 75 75 n Y Stairway landing 25 DFD 43.75 80.5 y 17-1226.05 80 80 n Y 2nd Floor Landing 26 SH 35.875 55.5 Y 17-1018.08 75 75 n Y Bedroom 1 Meets Egress 26a Mull 1 x 4 55.5 Y 17-0630.11 170 170 n Y bedroom 1 Mull 27 SH 35.875 55.5 Y 17-1018.08 75 75 n Y Bedroom 1 Meets Egress 28 SH 35.875 56. Y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 28a Mull 1 x 4 56. Y 17-0630.11 170 170 n Y Bedroom/Playroom Meets Egress 29 SH 35.875 56. Y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 30 SH 30. 55. Y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 30a Mull 1 x 4 55. Y 17-0630.11 170 170 n Y Bedroom/Playroom Meets Egress 31 SH 35.875 55. Y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 32 SH 30. 55. Y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 32a Mull 1 x 4 55. Y 17-0630.11 170 170 n Y Bedroom/Playroom Meets Egress 33 SH 30. 55. y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 34 SH 30.25 55. Y 17-1018.08 75 75 n Y Bedroom/Playroom Meets Egress 34a Mull 1 x 4 55. Y 17-0630.11 170 170 n Bedroom/Playroom Meets Egress 35 SH 30.25 55. 17-1018.08 75 75 n Bedroom/Playroom Meets Egress Lowman & Hammer pg2 Template Ledger.xls . .. . . .. . . ... . . . . . .. . . . . . . ... .. . . Home Owner i Lowman & Hammer • • • • • • • . • . • . Address Pg3 • • Date • • • • • •'08/109 •• • • MARK Window/Door SGD, mull WIDTH (in) HE"HZ . '(lip) • • Window/door r4plaVd.? ; • ty/h • : rolddt Approval # Allowable pressure see NOA Shutter required? (y/n) Product rated for impact? (y/n) Location of opening + sf - psf 36 SH 36.5 55.5 : ' ' 21018.08 75 75 n Y Playroom 36a Mull 1 x 4 55.5 Y 17-0630.11 170 170 n Y Playroom 37 SH 36.5 55.5 Y 17-1018.08 75 75 n y Playroom 38 SH 25.5 55.5 Y 17-1018.08 75 75 n Y Master closet 39 SH 23.5 55.5 Y 17-1018.08 75 75 n Y Office 40 Y n 41 Y n 42 Y n 43 Y n 44 Y n 45 Y n 46 Y n 47 Y n 48 Y n 49 Y n 50 Y n 51 Y n 52 Y n 53 Y n 54 Y n 55 Y n 56 Y n 57 y n 58 Y 59 Yn 60 Y n Lowman and Hammer pg3 Template Ledger.xls MIAM I•QApE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 OF ABC (NOA) www.miamidade.g_ov/economy CGI Windows and Doors, Inc. 10100 NW 25`b Street Miami, FL 33172 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 Couiatj& RER - Product Control Section to be used in Miami Dade County and other areas where -allowed by t�" Authority • • • • • Having Jurisdiction (AHJ). • • • • 0 0 0 • This NOA shall not be valid after the expiration date stated below. The Miami-DacrMbflty Proddct•Controi..... Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the righ:....: to have this product or material tested for quality assurance purposes. If this product or maWrial•fails to .... . .. .... perform in the accepted manner, the manufacturer will incur the expense of such•tp,§j�ryg and tke AIIJ may*. • immediately revoke, modify, or suspend the use of such product or material within,W jurisftr l5p: RE%..... reserves the right to revoke this acceptance, if it is determined by Miami -Dade. GoimAy Product Control . • Section that this product or material fails to meet the requirements of the applicable:buildilig code • .. •... 000 This product is approved as described herein, andhas_bu bun dest ed to comply yvitllthe Florida Building.... Code, inct c1 Hurricane Zone. '�- -' •_ _' . ... • . 0 • .. . DESCReries "Sentinel 110" Aluminum Single Hung Window — L.M.I. APPROCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./Seets 1 through 9 of 9, dated 02/02/10, with revision D dated , prepared by Al- Farooq Corporation, signed and seated y Javad 7U—mad, bearmg 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# 15-0512.10 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.DS Expiration Date: September 22, 2020 Approval Date: December 21, 2017 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.$. •„•.• .• •• B. TESTS ...... .. . ...... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading paP BC TAS 292-94 • 2) Large Missile Impact Test per FBC, TAS 2Q?'94. ; •. •. • 3) Cyclic Wind Pressure Loading per FBC, TAM-94 ' " ": ee .. . ..... along with marked -up drawings and installation diagram of a s;;ieS.....P500. P} j� fi ed • • • window, to qualify DuPont "Butacite" PVB interlayer, Duraseal&and Super Spacer® .' insulating glass spacer, prepared by Certified Test Laboratorie;, Tes;Repo;l NI.. • • • • • CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh G.'Eatel, P.E. ...... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAb 2@O -94 • 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(v and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manue P Vxa'�,iner E. Product Control NOA No. 1.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resour"%QJER). • ' • eo*:@* E. MATERIAL CERTIFICATIONS "'•" 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameiioa,•tnc. for fhai'r • • • • • "SentryGlas® (Clear and White) Glass Interlayers" dated Ot512Vt5, ex9hiiug3Dn • •' • • 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, bc. fqr their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12✓11/16:""' 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chen ital Companyeou) • • for their "Saflex CP — Saflex and Saflex HP Composite Glass InterlayerMith PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16, F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510. 11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum. Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue er P.E. Product Cont f aminer NOA 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None • C. CALCULATIONS ...:.. 1. Anchor verification calculations and structural analysis, complyirvR*mth FBG 61: Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporatitm,•signed-arid •' sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE • • 1. Miami -Dade Department of Regulatory and Economic Resourcgs (RER) ; • • • • E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance 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. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. R STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel re P.E. Product Contr E miner NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 IC J a 1,,0"la o D.L.O. (nx Lim 20 9/16- ** MAN. A HEAD/SILL 4 I I, II II II 11 II II u / n II / II B u u II 4 :I n l n / u u / n u u 11 I I I I 4 II I p 47 7/18' m m _ D.LO. (VENT) 50 1/4' VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FALSE MUNTINS (SURFACE APPLIE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 19Y OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERUUS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMWTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 52 1/8' EQUAL LEG FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" IN71NS APPLIED) (SU vl Nf mull FIN FRAME m�V Z a� 0 a A w Fw L'n �0 Q H n µqI O:Ot O�e1 OO ao�mgmm o y z IQI.RN� QL�wg� LAMINATED GLASS INSULATING LAM. GLASS v s • • • • • • • • • • • • LARGE MISSILE IMPACT ° o i •• i i i i i i SMALL MISSILE IMPACT m o< m u o • • • • • • • • • • • 111111 c- - • ••• tow- • _ :*_ �s • • • • • i�• • • • • s ePIYmB • - W • • • • Idwg Cede 1\\\� • • •• •uN� \.• ATE OF •�lV� drowing no. • • ••• tin �° • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LITES VINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DULS. BUCK DDIS. ICIASS TYPES •A'!'Al' GLASS TYPES WWTH HEIGHT WUnl I HMf EKT.(+) 1Kr.(-) IXT.(+) INr.(-) 19-1/8" 26-1/V 37 49' 53-1/8" 26' 18-1/8' 25-1/2' 36' 48" 52-1/6" 25' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 no 73.0 75.0 80.0 55.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2' 37" 49' 63-1/8" 38-3/8' 18-1/8' 25-1/2' 36" 48' 52-1/8" 37-3/8. 75.0 75.0 Soo 85.0 75.0 75.0 80.0 85.0 75A 75.0 80.0 85.0 75.0 75.0 75.0 _80.0 80.0 a5.0 75.0 85.0 19-1/8' 26-1/2' 37' 49' 53-1/8' 50-5/8" IB-1/a' 25-112' 36" 48' 52-1/8" 49-5/ 75.0 75.0 50.0 85.0 .0 ' Bo.O a5.0 7111 75.0 80.0 85.0 .0 80.0 no 75.0 75.0 80.0 85.0 19-1/8" 28-1/2' 37" 49' 53-1/8 63" 18-1/8" 25-1/2' 36" 48' 52-1/8' 62' 75.0 75.0 80.0 85.0 75.0 75.0 00.0 85A 75. 80.0 B5.0 75.0 75.0 90.0 65.0 80.0 55.0 19-1/8. 26-1/2' 37. 49' 53-1/8' 76' 18-1/8' 25-1/2' M. 4a. 52-1/8" 75' 75.0 75.0 80.0 no 75.0 75.0 80.0 95.0 75.0 75.0 80.0 55.0 75.0 75.0 80.0 55.0 75.0 75.0 80.0 95.0 19-1/8' 28-1/2' 37" 46-1/2' B5• 18-1/a' 25-1/2' 38" 45-1/2' _ 84 75.0 75.0 B0.0 $5.0 75.0 75.0 80.0 85.0 75.0 75.0 75.0 _ 75.0 50.0 80.0 65.0 85.0 EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN IAAD CAPACITY - PSP FLANGE DIKE. BUCK DDAS. YAZTOP LITE GLASS TYPES 'A'!'►l' GLASS TYPES 'BWEV WtDni HCM wI0I11 HF]GHT 'K DIM. ETU.(+) 1Nf.(-) DU.(+) ANT.(-) 53-1/8' 76" 52-1/e' 75" 36-1/4' 75.0 75.0 80.0 85.0 49" 79" 48' 78" 39-1/4' 75.0 75.0 80.0 85.0 26-1/2' 31" 33' 37' 43" SS' 25-1/2' M. 32' 38' 42' 84" 70-5/8' 75.0 75.0 80.0 85.0 63-5/8' 75.0 75.0 80.0 85.0 80" 75.0 75.0 50.0 85.0 53-1/2' 75.0 75.0 80.0 85.0 45-I/4' 75.0 75.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) )4' TYP. BUCK DIMS )S" TYP. FLANGE FRAME FLANGE DIMS _I BUCK DIMS EQUAL LEG FRAME BUCK DIMS 5 •• ••• • • • • • •• FIN FRAME • • • • • • • • BUCK DIMS • • • • • • • • • • • • PRODUCT REVISED cumytviiia with" 8kFW - • • • i • • • • • • • i,�iMm6 CA b 1 Rcep w1c•No - UI FLANGE ADAPTOR FRAM • • • •t?xpirac FLANGE DIMS •� • • • • • • • • • • • hfi.m,i .adeQroducA ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •' uceNs�c''�O A• lTc rlo ;.vim �y„U ea0F q•p Y, ZW ; Ittbyl CL 4 G1Hn 0 IL Q W 10 u a W R E F C4 C w 3 � = O l 1 x N 17 , 4 3E O N p O�No in n_S N C, M z O;� v c Z Lj pc o a cj drawing no. W10-03 a 0 z W ANN. GLASS ---�� .075' Intedoyer Saflex CP With _ PET Core By 'Eastmon Chemical Co.' OR 090' Intedoyer Saflex Clear And Color Glow EY OR 'Eastman Chemical Co.' 090' Interoyer SentryGlas By'Kuraroy America, Inc.' 090' Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/8' ANN. CLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OAT 1/4 POINTS ON LITES M4 WIDER THAN 36' GLASS TYPE 'A' 5/16- OVERALL LAM. GLASS �1/8- ANN. GLASS I .075' Intedayer Sall nx CP With Core 'E hemlcal Co.' .090'flex CIntlear edoAnyer Sad Color Class By 'Eastman Chemical Co.' OR 1/4- AIR SPACE— f .090' Iniadayer 1 SentryG1o9 By 'Kuraroy America, Inc.' 1/8- ANN. GLASS OR .090' Intedoyer Trosifol PVB By 'Kuroray America, Inc.' 1/8' ANN. GLASS 1/8- HEAT STREN'0 CLASS 075' Intedoyer Saflex CP With PET Coro By 'Eastman Chemical Co.' OR 090' Intedoyer Saflex Cbar And Color Glass By 'Eastman Chemical Co.' OR 090' Interoyer SentryGlas BR'Kuraray America. Inc.' 090' Interiayer Troslfol PVB By 'Kurorcy America. Inc.' r-1/8' HEAT STREN'D GLASS CORNING 899 CORNING 995 a I f o / a:W AT 1/4 POINTS ON UTES 14 M4 WIDER THAN 36' GLASS TYPE 'B' 5/16' OVERALL LAN. GLASS & S.M.1.) vl/8' HEAT STREN'D GLASS I 075' Intedoyer Saflex CP With PET Core 'Eastman Chemical Co.' OR I .0911' Intedoyer Saflex Clear And Color Glass 'Eastman Chemical Co.' �— OR 1/4- AIR SPACE 090Intedayer SentryGlas BR'Kummy America, Inc.' 1/8- HEAT STREN'D GLASS .090' Intedoyer m SILICONE y GE 1200 M1 I DOW CORNING 899 DOW CORNING 995 i XL EDGE SPACER . ST. STEEL BY 'CARDINAL' OR a DUHASEAL BY 'OUANEX' 0 OR a E9 SUPER SPACER 13Y 'OUANEX' W Sf W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70' OVERALL INSUL LAM. CLASS (L.M.1 ONLY) (S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'AT' @ '81' MUST BE TEMPERED. Trosifol PVB By 'Kuroray America. Inc.' 1/8- HEAT STREN'D GLASS SILICONE w GE 1200 U M1 DOW CORNING 899 DOW CORNING 995 PRODUCT REVISM f XL EDGE SPACER • • • I STEEL BY 'CAR0I:AL • • • • • 4. ldn{p8t ~ Fb� 1 0 • • • • r— a DURAsfAL BY 'OUANEX'* • • • • • INl' 0 • • • • • a '• E9 SUPER SPACER BY 'OUPNEX' • • • • • •M: F x M4 AT 1/4 POINTS ALL SIZES CHI#• ••• 'B1' • ••• • •• • • GLASS TYPE • • • • • • • 0.70' OVERALL INSUL. LAM. CLASS • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • vi N N � U � C n o q v N 0, 71 C N o 0 =N o q N n vO cal0 ZO w C Z LL N O to j 3'; '' '�pp�, I TE OF�[(y� drawing no. °'.0.. `.W10-03 TYPICAL MNCHORS METAL STRUCTURE FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8- MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF FOR SPACING MIAMI—DARE COUNTY APPROVED I I MULLION d: MULLION ANCHORS 1 SEE SEPARATE NOA 11 I l I EDGE D1sr. � 1 I 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, TAPCON BY 'MY (F-125 KSI, Fy-100 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fc-177 KSI, Fy-155 KSI) INTO 28Y_WOOD_BUCKS-OR_WOO_ ES e1=1%2" MIN. PENETRATION INTO WOOD(HEAD/BS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a: 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN, INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. • • 000 • CON HOLLOWPrFILMED BKXK AT ,IAMBS Pm — 2DDO PSI MIN. • • • • • • • • • • •'9DDr1L--T Qev� r. r. ratan Date SEE 4EL20 • • • • • • • \ ' . ATE OF ((A�• FOR SPACING • • • • • • • • •. ORID�`.•' \�� . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . zpm OFZ R; E2 2 dln O Ong 0 4 m R <LL222 a T 2 drawing no. W10-03 TYPr& ANCH SEE E FOR SPAT METAL STRUCTURE WOOD E MIAMI-OADE COUNTY APPROVED MUWON @ MUWON ANCHORS SEE SEPARATE NO.A BUCK WIDTH BUCK WIDTH __y VTNGE & FLANGE ADAPTOR FRAME ICAL ANCHORS QLY. SPACING 3Y GOD BUCKS :Al ANCHORS ELEV. SPACING FLANGE ADAPTOR FRAME z O � q f f L O OWV 'Lit cro Oaoo HyD3 O o LLzq'A J OS WJW Q W W f F INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. �g<m ♦3s aP^�4' o �;��Ml7�•l01� OE .uITTT4''..o 7-- c `.P�9..,�y. No.7p562 s: • • • • M • r •, i i �� ATE OF �� drawing no. • • •• • • • • • • • �S _ • • ••• • • • ���i��1 ALfjllt�� sheet 5 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• IN TYPICAL ANCHORS SEE ELEV. IF OR SPACING DIST. . � x N \ SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL -�■,�El � /�,LAk11 ill METAL STRUCTURE EQUAL LEG FRAME Y TYPICAL ANCHORS _ _ __ . _m _ i SEE ELEV. I AIIAMI-DARE COUNTY APPROVED I ODOE FOR SPACING o a EDGE i i MULLION h MULLION ANCHORS DIT• c \ Y ti I' SEE SEPARATE NOA it \ I I EDGE DIST. I L________ 1 ________JI \ TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236'. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED- 4 E • `'•.FA—F.S.— •.•WI - � � • EKptarioo Date $n Hv aliw<ni adr Prods t1 .. 00 • • •• 0 • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a x `v u TYPICAL ANCHORS \ o o '2 $ d a SEE ELEV. o S E S FOR SPACING u c i m NO. B �'• it :ti' a a � � I BTATE OFdrowingo no. psheet 6 of 9 ILLUSTRATIVE OTLS. ONLY TYPICAL ANCHORS FIN FRAME y.V o EXT. OR INT. FINISHES 1 NOT BY CGI i o 1 1/2- a \ O HOUSE TYPICAL ANCHORS: SEE EtFv. FOR SPACING s a NOT By 18 SMS o O W R /{2 E7 (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES LL BACKBED 1-1/2' MIN. PENETRATION INTO WOOD ah I CAULKING C o i M2 OdOo.oi ss Oa�rc� N %iN1I ci � M8 LL 2 N - voj JO� 0 a I Q z to O i i SWEEP LOCK \ — N n j I 1 OPTIONAL TO � Lj n EB EGRESS LOCK .... C n AT SILL � 3 � n O WOOD STRUCTURE 1/4' MAX. NOT BY CGI CAP BUCK_ MEK;fiT 1/4' MAX. = O O W GAP Loli D: OE4 1_ MIN. 1/2- MIN. < C N W \ O_ O=N o W I 3:In (~ 1 1 0 k � z W^ �3 3 o h GI BACKOED CAULKING N U f✓ Is^R w is = 0 1 u z --- r C2 N F-All 1 1 m $, $ 1 HOUSE WRAP E6 NOT BY CGI I Ll EXTERIOR ot5°i8 2 M9 D,4 OPG m 8 $ 3 S °c < m 2 I 1 • • • • • •Ti • • • • •—t-- • {<� REVISED BACKBED CAULKING • • •• • • • •-���•'IDiY.gwtth9gf•`lafi� E2 • • • • • • • • • 40-Adq, Code AA`111111I1//, • • • • • • • • • •-`I n Comte 20 1JGENSF''•. s I � HOUSE WRAP NOT BY CGI �55 ',..n No. o � • • • • • • • � '• � • � J LUi� • �� � ATE OF drawln no. 11 TYPICAL ANCHORS SEE ELEV. • • • • • • • • • • • • • • • • • • 000 ' .ORIDR•\�� FOR SPACING • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _o Z 3 O b Ff J a itr 6 i 2 O{nu`" rC O C O Oo a&� a O IILgL aN A is W Z� LLzy-$ jamb Q W 01 f \ hi Z o, 11 C h 30 3 N O �i to 0 C a �2: w 3N1� M 0 3 M n �Z Cz�n 30 w O —v O Q O c8Q€� �g@�a •• ••• • • • • • •• o o� • • • • • • ; osas • • • • • • • • • U o < m • • • • • • • • !`L�Dt7CT REVI4BD ///j' • • • • • • • • • • • •�r1Yu91 w1e57>r fTaddl! \\11111111 `\\ �O i�}�/�i o - L]uildmg lcceptancE 7N� t7-ror �P.• �' ixp-tw.. Date I ••• ••• • F{_' .0. • .0. • • • ;9l*.mi ade Prcdlxt '� M '• • • • • • • • •' ! • • • • • • • • • • i �� •• ATE OF !(A�� drowing no. � ..omQ..•�� \. W1(3-03 ;.... 111\\\� sheet 8 of 9 rl'Dl PART / QUANI7TY DE9C1uP770N Lu`7'I:RTA1. 1tsNF./SUpeIJBIt/R7OtARES Et CGI-100 1 FRAME HEAD 6063-T6 - F2 CGI-101 -- 1 FRAME SILL ----- -8063-T8 - E3 Cq-102 2 FRAME .lUAB 8063-TB - E4 Cq-103 I MEETING RAIL 6063-TB - ES Cq-104 1 LOCK RAIL 6063-TB - E6 CGI-103 1 HANDLE RAIL 6063-T6 8067-TB - - E7 CGI-106 2 SASH RAIL EB CCI-107 AS RE00. 5/16" GLAZING BEAD 6067-TS - E9 CW-108 AS RE00. 0.700" GLAZING BEAD 806J-T6 - E70 Cq-109 AS REOD. FRONT FLANGE ADAPTOR 6063-T6 - E11 Cq-110 AS READ. NAIL FIN ADAPTOR 8083-TS - E72 Cd-133 1 FRAME HEAD 6063-TB - E73 Cq-136 2 -FLANGE FLANGE FRAME JAMB 6083-T6 - E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 Cq-605 OPTIONAL SCREEN FRAME 6063-T5 M1 Cp-382V AS REW. GLAZING BULB VINYL (WROMETER 73-80 SHORE A) PVC M2 Cq-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EWN. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM, 3' LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LTIE SETTING BLOCKS EPDM OUROMETQ2 8035 SHORE A M9 SUPER BOOST 2/ WOW. SPIRAL BALANCE - 951 OR EWN. M10 - 2/ WON. BLOCK/TACKLE BALANCE - gSl OR EWN. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL UlTT7AFA8 OR EWN. Mfg CCI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M1S CGI-131 2/ WOW. HANDLE RAIL END CAP NYLON M&M M14 E26078WN - D BULB-T SLOT PVC ULTRAFAB OR EOUN. M13 Cq-133 4/ W7M'. SASH CUIDE(SPIRAL BALANCE) NYLON MB:M Mf6 Cq-130 2/ WOW. SASH TOP GUIDES%RAL BALANCE) NYLON MkM M77 A30730401-}2 1/ WOW. CAM LOCK ZINC TRUTH OR EQUIV. M16 CGI-132 2/ WOW. SASH SLOP, 2" LONG PVC PROTOTYPE OR EOUN. M20 CGI-126 2/ WOW. SASH CAM (B/T BALANCE) NYLON MkM M21 - 2/ WON. B/T BALANCE TAKE OUT CUP - BSI OR EQUIV. M22 146-6 2/ WDN. WEEP (,'OVER NYLON AMESBURY OR EWN M23 Cp-134 - SILL SPACER PVC PROTOTYPE OR EWN. S2 2 OR 3/CORNER 10 % 1 1/4" LG. PHL PH. SMS. ST ST. ASSEMBLY SCREW S4 4/ 8 % 1 2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - SS 2/ 6 % 1" LC. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY Sfi 2/ LOCK 6 % 1/2' LG. FH. SMS. O Cp-133 h CAM LOCK ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.505 L.065 1.745 .811 2.505 b11 1.245 1.550 1.880 S2 S2 I /I• � �Y Q q moo. o P .745 .065 TYP. .745 !-�'- .050 I Ih-,.395 A. o I X� a s Z n 1.015 1.015 ,A E12 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL FIN ADAPTER 0 oO O 1.583 1.583 yp. TYP. 1.007 I 1351 .7*l.?2(01 I O a x 0 Q lu m J O_3.175 Mf 065 1YF. 1.429 1.429 3.175VENT 1. TOP CORNER QW F3.675 1.000 sooL I E4 MEETING RAIL O FRAME TOP CORNER /19 H � g o v=> Q o N N n O 'a O 0 c to O F o -500 2.so5--1 O FLUSH FRAME SILL 2.505 Eta FLANGE FRAME SILL -1.220 1.0II43 L_ 1.788 .500 - 1.301 S2 ^ .065 _ TYR '- (aJi 3 N r7 O M n .085 S.�065 2.1.015 Z a32.440 C ZA 3r On3i91.0,51.015 .745 IV--2.346 O LOCK RAIL FRAME BOTTOM CORNER i VENT BOTTOM CORNER EE q o ¢ w U 2.t95 -••.' .745 If-2.846 E73 O FLANGE FRAME JAMB FLUSH FRAME JAMB 1.B92 1.043 1Yp, i 0 E ° 3 -490� .120 --j I -7� .050 TYP. .70L .05o TYR j � I S2 • • • • • • f 1.01s � • � .964 .864 F-- E9 E6 HAND RAIL • • • • • • • • • • • • • �rtQ pUC•T REVISF,D • • ilh the F'koctl� "it- y� $ c p O5/16" GLAZING BEAD .700" GLAZING BEAD 1.395 • • • • • • • • do \"%11LIIl l////' Tim f-.•!•"' i 395-y _I .180 .293 .745 P-6.. 1.450 _ = 1� AY • • • • • • �Ii- �ade Product • 7Q+•z o 1.025 .065 1.015`•+� .0 • • • • • •^" 1 •� •• Q'_ • • • • • • • f -.• 41` �'• .065 1.4,3---= • • • • • • • • • �' �o TE OF \\ drawing no. W10-03 u3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL E 00 FLANGE ADAPTOR IjjA1j1�`' sheet g of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CSWEARA4ZUSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 N E O EPT (NOA) www.miamidade.sov/economv CGI Windows and Doors, Inc. 10100 NW 25`h Street Miami, FL 33172 SCOPE: Th 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). 1 • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cquaty Produc tontroP' Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami-Dade.resar *e tht right • to have this product or material tested for quality assurance purposes. If this prq�VCt pr materi4 fails to, , perform in the accepted manner, the manufacturer will incur the expense of such %44W and t�c Aj1J ma);" immediately revoke, modify, or suspend the use of such product or material within their juris&ctioA* RER.••.& reserves the right to revoke this acceptance, if it is determined by Miami-Dade•Eodtily Product Control••:••e Section that this product or material fails to meet the requirements of the applicable'buitd'ing code. • "• • • • •; • This product is approved as described n desigaEd to comply MLtlSe Florida Building '. Code, including the Hi i urricane Zone. • DESCRIP : Series "Sentinel 130" Aluminum Fixed Window - L.M.I. : .. • :""; APPROV DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 um Fixed Window (I,.M.I.) (S. . ", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with rev' ' n G dated 08/29/17, prepared by Al-Farooq . , . ma , 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 No. 15-0413.03 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-091M Expiration Date: September 22, 2020 r7 Approval Date: November 22, 2017 Page l CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS ...... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading perk,;C TA;•Z0;-94 •� 2) Large Missile Impact Test per FBC, TAS 2TI1'--VT ' • ' • • • • • • 3) Cyclic Wind Pressure Loading per .FBC, T � � � ��-94 � • � � • • • • along with marked -up drawings and installation diagram of ft."Cs 750p %)4C fixeA��, window, to qualify DuPont "Butacite" PVB interlayer, DuraseaW•and Surge � S�ace4l:..' insulating glass spacer, prepared by Certified Test Laborat6ritt, Test 'Aepert No! • •: - CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh' V. Zatel ,P.1'. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per %BC TiS•2d2-94 • 2) Large Missile Impact Test per FBC, TAS 2U1r9,C ... :" 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, DurasealO and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(V and Super Spacer(9 insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraum, P.E. (Submitted under NOA No.10-0510.13) anuel r z P.E. Product Contr �j Exa iner NOA NZ. 7- 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t1 Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14- 0 731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • . . •..• ...... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont 15tmmours 81 Co., Inc! • •' • for their "DuPont SentryGlas® Interlayer" dated 08/25/11, eep;;ng on 01/14/17. :•••• 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont Bej110 ours&44., Inr,..• for their "DuPont Butacite® PVB Interlayer" dated 04/11/Iijjwlying ox 12/41/1690:00 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical CompAl jMAr • • • • • for their "Saflex Clear and Color Glass Interlayers" dated OVIVIZ, expiring on . '. . . . ...... 05/21/16. •••••• 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemiitat Company (MA; for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers 4kh PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0 731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel erez Product Control Ex in r NOA No. 17-0 .07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E--2 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fined Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS ...... 1. Anchor verification calculations and structural analysis, complying wj&.F$C 61h •, Edition (2017), dated July 15, 2017, prepared by Al-Farooq r0*:oration,'sij ned ana" sealed by Javad Ahmad, P.E. : 0 0 0 0: 2. Glazing complies with ASTM E1300-09. • • • • • • .. •. • *0:00: . . ..... D. QUALITY ASSURANCE • • • • • • • • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources �R R) '. . . . . ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, InF, •fgr their "SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultracicar, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F.' STATEMENTS 1. Statement letter of conformance, of complying with FBC 5" Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — .M.L approved on--�6/25/15 and expiring on 09/22/20. Manuel Pr"q P.E. Product Control E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 O.L.OPG. m D.L.OPG. D L OPG. TYPICAL ELEVATIONS 6' MAX. 18 MAX, rrc 1 Al HEAD/SILL CORNERS A SHORTER SIDE $ �oS�PfD OsipF"�Oi �' ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. _ �$ SEE SHEET 1.1 FOR FIN FRAMES. I 11 I 11 1m5 I 4- �_ I CI ____J1I1IIIIIIILIIIII1II1II _____11IIIiII ___ ____J1iII1IIIiII 6H'E BUCK9IGHT / � O _____ ______ _ LtIILtI1IIII JIIIIIIIIIIIILLIIIIIIIIIII II �Nn ,r_____7I__ - ___JL_�L_O -Ir II1IIIIIt II1I mn_ -It 11 II 11 II IF I - II II g 11 It II II it II 11 II ON II II II 11 n Ot/I II II II It n II II II it --=--Ih-==-= ll--- aF-= —_ 11 II It it II II o II%. II II It II II II 3 II 0 11 it j FNSE MUNTINS / (SURFACE APPLIED) J III* MAX. 6' MAX 18' 11AX 6" OPIIDNAL SHORTER HEAD/SILL SHQ�pt COi FLANGE & FLANGE ADAPTOR FRAME SIDES CORNERS SIDES EQUAL LEG FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOT9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE COMBINATIONS OF FIX./FIX OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (H VHZ). 1BY OR 28Y WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMEVT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSI&.E MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS_ THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. L. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEPLNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC_ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 7- MAX. TRAIGHT SIDES DAYI fT_F_ OPENINGS: D.L.O. HEIGHT s BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00' 1..W. W—IDTH� WINDOW WIDTH WINDOW WIDTH WINDOW WINDS_-W'IDThI WIN,_ DOW WIDTH G I I I I I I I z 3 3 ; 3 L J L— _J WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W. W1DTH LAM. GLASS INSULATING iIMPACT LARGE MISSILE IMPACTCT 3 I , I • • •z • • • • SMALL MISSILE IMPACT • •• n i i i ••$ 4 7111j a ••• 003 I• •• _ L J THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. PRODUCT REVISED SHUTTERS ARE NOT REWIRED. as complying with the Florida • • • • 1 • • • • Buildillill Cod• NOA1•INoe • 17•-0918.07 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SR ABO OR SIM161R CAN pirea ' a D e 20 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE SQQARE M CTANGL� SHOWN IN DOTTED LINES AND OBTAINING ALLOW ADS•FFRROM TH C•HAil By ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 0 0 �y ftU C� m IL 0t M, v �7 0 Cog o.4ruya G :i 00 WW{f1 W� Qf LA 46 48' 48 BUCK WIDTH SUCK WIDTH BUCK WIDTH D.L. OPG. 0.1- OPG. D.L OPG. 6' MAX 16' MAX. SSDIES = IS• IS• CORNERS m U m U I h I II mw I II u u u u n u II II z I I u u II 11 II 0 u n I u JL_____II H n u u ___JL_____1L___ u u n u -__JL_____S � n n n u u n p II j j II II 11 chi p a o II II I / 31�� x o x J m -Ir=IT- j o II II 11 II o II I I II I I V oJ' I l � 11 it u n �• � m II 11 u u �v, m 11 II n n __m1J1.. I II II II II II II JL mil- I�j i I, II II 11 II 11 If _ —__ _'♦.4= II 1 II II II 11 II II -J} _____� 'I II � j � ] a FAISE MUNi1NS (SURFACE APPLIED) 8' MAX. 1 16' MAX 16' MAX OPTIONAL ST AMHT HEAD/SILL STRAIGHT C SIDES CORNERS SIDES FIN FRAMES Mi5,A7«ylla%VI[�P.E ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES .` .•. •• • •PRODMTREVISED as complying with the Florida Building Code _ NOA,Io. 17-0918.07 =_ • • • • • • • • ilUtion Dlte Ogl2 020 • • • • • • t•P. ... . . . . ... . . . . . . . . . . . . ... . .. .. . . . .. .. . . . ... . . A. o_ Z n 3 F QIL .oa`� O�� OGy� C0 0 IL a S mminO g Q�7aF 1 drawing no. W10-02 DESIGN WAD CAPACITY - PSF FLANGE MO. BUCK DDiIS. IGIASS TYPES 'C'k'CI' GABS TYPES WiOTH (W) LENGTH (L) WIDTH (W) L94M (L)l EXT:+) 1NT.(-) DCT.(+) INT.(-) 24' 30• 36" 42' 48" 54' 60• 61' 38. 23" 29' 1. 41" 47' 1. 59' 60 60.0 80.0 80.0 BOD 80.0 80.0 60.0 80.0 60.0 80.0 80.0 $0.0 60.0 $0.0 $0.0 80.0 80.0 80.0 $0.0 80.0 60.0 80.0 80.0 80-0 80.0 80.0 8o-o 80.0 80.0 60.0 soap 80.0 24' 1. 36" 42" 1. 54' 60' 61' 46. 23" 29' 35' 41' 47' 53" 59' So. 47" 60.0 80.0 1 80.0 80.0 60.0 80.0 80.0 80.0 50.0 80.0 B0.0 50.0 702 70.2 80.0 50.0 61.3 613 solo 80.0 613 613 90.0 80.0 61.3 613 80.0 Bob 61.3 61.3 80.0 80.0 24' 30' 36" 48' 54' 60' 6Y 23• 29' M. 41' 47" 53" 59' 60' 59' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SOD 80.0 70.2 70.2 60.0 80.0 61.3 613 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 65.1 65.1 24' 30' 36' 42• 48" 54" 60' 61• 72- 23' 29' 35' 41' 47" 53" 59' 60 71' 80.0 $0.0 80.0 SOD 60.0 80.0 B0.0 80.0 solo 800- 702 70.2 80.0 80.0 61.3 54.3 61.3 80.0 80.0 54.3 72.5 725 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24' 30' 38' 42' 48' 54' 84• 23" 29" M. 41' 47' 53' 55" �. EMU 80.0 80.0 50.0 90.0 782 80.0 80.0 80.0 78.2 80.0 800 70.0 70.0 80.0. 60.0 61.361.3 80.0 80.0 72.556' 54.3 54.3 ]25 52-4 52.4 69.8 69.8 24' 30' �• 97' 42" 48" 1 49- 23' 29' 35' 41' 47' 48 96• 80.0 80.0 80.0 80.0- 80.0 BOD 80-0 BOD 75.6 75.6 80.0 80.0 652 652 80.0 80.0 60.8 60.6 80.0 80.0 59.6 59.6 80-0 80.0 24" 1 30' li 36" 102' 42" 46" 23' 29" 35' 41" 45' 101" 80.0 80.0 80-0 80.0 80.0 80.0 80.0 SO.O 80.0 74.E 74.6 80.0 65.7 65.7 80.0 80.0 59.3 59.3 B0.0 80.0 24' 30' 36" 42" 44' 108' 23' 29' 35" 41' 43' 107' BOO 80.0 80.0 80.0 50.0 80.0 80.0 80.0 73.8 73.8 80.0 80.0 614 62.4 80.0 80.0 52.1 59.1 80.0 90.0 DESIGN LOAD CAPACITY - PSF FLANGE DIPS. BOCK DOB. MASS TYPES 'C'k'CI' GLASS TYPES 71'k'Dl' WIDTH (W) L04CM (L) WIDTH (W) LPNGIH (L) E7R.(+) 1M.(-) M.(+) INT-(-) 24' ]0' 36" 4i' 114' 23' 29' M. 40' 11Y 80.0 80.0 80.0 80.0 80-0 solo 80.0 80.0 73.0 7NO solo solo 61.4 61.4 80.0 80.0 24' 30' 36' 39' 120" 23' 29" 35" 3e 119• BOA 80-0 80.0 80.0 80.0 80.0 BO-0 80.0 714 72.4 80.0 80-0 65.9 65.9 80.0 80.0 24" W. 36' 1. 121 23' 29' W. 30' 120' $0.0 SOL) 80.0 80.0 80.0 BO.0 80.0 80.0 72.3 72.3 80.0 SOD ma 80.0 80-0 DESIGN LOAD CAPACITY - PSF RANGE DINS. BUCK DW. GLASS TIM 'L'i k'CL' GLASS TYPES 'D'k'D1' WIDTH (W) LENGTH Q WIDTH (W) L04GM (L) E)17(+) 1M.(-) DCT.(+) 1M.(-) 19-1/8' 26-1/2' 37' 48' 53-1/8" 61" 26' 18-1/8' 25-1/2' 36" 47' 52-1/8' 60. 25" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 19-VS. 26-1/2' 37' 48' 53-1/8' 61" 38-3/8' 18-1/8' 25-1/2" 36' 47' 52-1/8' 60' 37-3/8" W.0 80.0 80-0 80.0 80.0 80.0 50.0 50.0 solo 80.0 80.0 80.0 77.1 77.1 B0.0 solo 77.1 77.1 80.0 80.0 77.1 77-1 80.0 80.0 i9-1/8" 26-1/2' �• 48' 53-1/8' 61' 75-1/4• 93-3/4' 50-5/8" 18-1/8' 25-1/2' 36' 47' 52-1/8" 1. 74-1/4' 92-3/4' 49-5/8' 80.0 80.0 80.0 80.0 80.0 80-0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 50.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 765 76.5 19-1/8' 26-1/2' 37' SIB' 53-1/8' 61' 75-1/4" 63• 18-1/8" 25-1/2' 36" 47' 52-1/8' W. 74-1/4" , 52 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0 90.0 80.0 80.0 613 61.3 80.0 80.0 553 55.3 73.7 73.7 48.0 0 46.5 06.5 61.! P 669 19-1/8' 26-1/2' 37' 53 6 18-1/8" 25-1/2' 36" solo 80.0 50.00 so# .0 ago 789 •;� �0 L J MOTH AND LENGTH DIMENSIONS CAN BE ABOVE. VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 15" TYP. BUCK DIMS 14 FLANGE FRAME !- FLANGE DISIS BUCK D94S EGUAL tFG F12AME BUCK DIMS FIN FRAM= BUCK DIMS FLANGE ADAPTOR FRAME r FLANGE DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) r ANQ FJ OR140BUILDING COMMISSION •DE&I-AfaATGRY STATEMENT DCA05-DEC-219 • • • • • \\\1\11 i1111/7j r • • • • 9n17 .� P: 'ip . 48' 47' 61.3 61.3 solo solo t/e' S2-t/e' S53 553 73.7 I 73.7 PRODUCT REVISED 1' 60' 48.0 48.0 64.0 ,p as complying with the Florida • Muliding 0lda • • • • • • Non-Nd! • •Iff-0618.07 ANCHOR SPACING TO EE AS PER SHEETS 1 1.1 • • • • • • • E:pfaei r•DateQ9 020 •• • • • A. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �.• A30�8F ••. 70502 ,x � tsrc :•L�:l: MyrU Z m• q • �go�8 H A M cl Q t U n a5, Q'�219 0 pd�<9 �WZO� O H aw.2 X II, •r 011 �1 drawing no. W 10-02 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �.• A30�8F ••. 70502 ,x � tsrc :•L�:l: MyrU Z m• q • �go�8 H A M cl Q t U n a5, Q'�219 0 pd�<9 �WZO� O H aw.2 X II, •r 011 �1 drawing no. W 10-02 3/16- ANN. GLASS ��--_ _ 3/16' HEAT STREN'D CLASS _ 075' Intedayer CP With. PET Core 075' IntedowSaflsx Safi- CP With PET CoroBy Eastman Chemical Co.' By 'Eaetrtwn Chemical Co.'OR OR .090' Interloyer .090' lntdoyenSafiex Clear And Color Class ,Eastman Chemical Co.' Saflex Clear And Color Glass 'Eastman lm'- OR By Chemical Co: Aayer ORS. qYG Los S-tgGlasrloyerSent By Kuroray America, Inc R'Kuramy America, Inc.' OR in .090' Intsriayer 090' InterloyerTrosBol PVB By 'kuroray hnerloc. Inc.' Troelfol PVBr By 'kumray America. Inc.' V O �d cr O�9 8 r,r 3/16' HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS G IL G 9ptH to8 { 0a¢1NME SILICONE i .' :I SRKbNE pa y LL loj N E n 12 DCORNING 899 1 it i GE CO it DOW CORNING 899 O 6m DOW CORNING 995 rr DOW CORNING 995 Q f 1 _ O E' o 2 X a ILW.. MS AT 1/4 POINTS ON LIIES W M5 AT 1/4 POINTS ON LITES C '� yG 61 WIDER TWW 36' k WIDER T!" 36' GLASS TYPE `C' W GLASS TYPE 'D' s R 7/16' OVERALL LAM. GLASS 7/16' OVERALL LAM. CLASS O �al (L.M.I S.M.I.) o QL:1 �l 3/16' ANN. G HEAT STREWD GLASS c 075' Imterloyer Soflar CP With PE Co. �3/16- .075' Interloyer Salle. CP With PET Core O = m N m 3 r7 By Chemical Co.' Ely 'Eastman Chemical Co.' I C'i O '0 ^ OR OR z -0 3 n .090' Irlt ri Ago' Interlayer C Z Soflex Clear And Color Glass 'Eastman Saflex Clear And Color Glass w 3 p o — 3/8' AIR SPACE By Chemical Co.' OR By 'Eastman Chemical Co.' OR M SILICONE GE 1200 W _ O ��l .090' Interfayer SentryGlas 3/8' AIR SPACE 090' Interlayer O Z DOW CORNING 899 DOW CORNING C0 w 3/16' HEAT STREWD GLASS By Kuramy Americo, Inc.' Ssntn•Glos By Kumray America, Inc.' W j �I 995 OR OR Y IK 1- N .090' lnterlayer 3/16' HEAT STREN'D GLASS .090' Interloyer n I i i 11 Tros'rfol PVB By 'kroray America. Inc.' Trosifal PVB By kummy America, Incn3/i6' HEAT STREN'D G1A553/16' HEAT STREN'0 GLASS«SILI SILICONE 21 DOO�'ING AE GE 1200 m SILICONE _ 899 CORNING 899 GE 1200DOW 'I DOW CORNING 899DOW CORNING 995aDOW CORNING 995 jIDOW CORNING 995 MI '.j jj 'I ; VM1 II OPTIONAL ..A 7.IN . DET IL jj XL EDGE SPACER �i XL EDGE SPACER GTASS TYPES 'CI' & 'D1'Sf. STEEL BY 'CARDINAL' ��:�-ST. STEEL •J1•'0 0JK• • lliOR E4 I: ij OR • • • • • • • •• • • DUR/SEAL BY 'QUANEX' DISiASFAL BY 'SJMEI• •OR • O SUPER SPACER BY 'OUANEX' 0 OR 0L�s SUPEF•SPAC172431' CU4wD('• • • • • �� LN. M5 AT 1/4 ALL SIZES I-70592 M5 AT 1/4 PO NTS ALL SIZES PRODUCT REVISED _ o I Wk e.. TYPE, ' 'W TYPE as complylrg with th• Flora Building CFlorida* 1' .1 OVERALL INSUL LAM. GLASSi' (L.M.I. ONLY) GLASS DI' OVERALL 915UL LAM. Gl,AS� • • • • • •N0A4 N.• 17-0918.0= • i • _ $ ` drowmg no. • • • ra n Dat� 0 OF �[/�� .•.• `` IN •By • �i ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING 'Cl' 'Dl' • • • • • S DOERIOR PLY OF GLASS TYPE & MUST BE TEMPERED. • • • •Lis ade dud r=�—1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C TYPICAL INSTALLATION DETAILS (, 1� S THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU IX WOOD BUCKS INTO CONCRETE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES INSTALLATION DETAILS DIRECTLY INTO CONCRETE INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS Z FLANGE FLANGE ELEV. FIANGE /4" MAx FLANGE 0 4 b U SEET(PICAL 28Y WOOD BUCK FOR SPACING SHIMS O C J a i OR WOOD SIRU TYPICAL ANCHORS METAL STRUCTURE {0 O: IL 0 C E3j I I M2 ' FOSEE ELEV. - R SPACING M2 TYPICAL ANCHORS I C ty n i` j� j © 1 S2 H 3 O I \ rn �•� © SEE ELEV. FOR SPACING O�W Q' N 8 El S2 M2 MIN. Q m f -1 ^ • ., ... RS EE E3 FOR SPACING WOOD BUCK E7 E3 U i n 1/4" MAX .' Qi SHIMS EQUAL LEG EQUAL LEG EQUAL LEG E2 EQUAL LEG 8 4 O j a B 1 a 28Y WOOD BUCK Al ORsrRucruRE M2 METAL? STRUCTURE � 0 0 TYPICAL ANCHORS rSEEE FOR SPACING 4zI 0 3t SZ LMMn SZ nimo 0X3N 3`- I i1PICAL ANCHORS T SEE ElEV. FOR SPACINGIYPICAI M3nOR .. ANCHORS SEE E:.EV.: ANCHORSFOR SPACING BUCK V.W00D CING I F PRODUCT REVISED c K as complying with the E9orida u o E 5 Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09122t2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPA TNC • • • • • •• 2 By • • • • • • • 1/4" DIA KWIK-CON II BY 'HILTI' (Fv-1a3 Icsl, Fy=t57 Kg) Miami -Da Pro yet C f0 a S 3 $ • • • • s • • A11T1/i7� 1/4" DIA ULTRACON BY 'ELCO' (F -177 KSI, Fy-155 KSQ 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • • • • • ••• • � o � o c \```1111t1 H i� INTO 28Y WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-1140E COUNTY APPROVED MULLIONS • • • • • • • • `.` �yPD ...... INTO CONCREfBEANO r.41.90NRY•+ 2- 2" IiN. • • • • - � 1-'/� MIN. PENL7RAT T HEAD SILL JAM OR INTO WOOD STRUCTURE i" MIN. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) i f `i /pii i THRU CKS INTO CONC. OR BLOCKS INTO METAL STRUCTURE - 3/4" MIN. HREADS MIN. PENETRATION BEYOND SUBSTRATE -1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)>ALCNUM: 1/B" THK. MIN. (6063-TS MIN.) WOOD AT HEAD, SVCf JAMBS � a.�j MIN.• 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1/8" THK. MIN. (Fy = 36 KSI MIN.) CONCRETE•\T MEAD, pLL OR JAMBS 1'c � PSy ant • • �� C-90 HOLIOWfFlLLE: EILOCK Ai JAMBS fin = 2000 PS► MIK • '• OF DIREC (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • - '��/� dlnwm no. 9 • • • • • • • • 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) • • •• • • • • • • •�'•• \ 1 • • ••• '',,�/�Tli1Al11�� W10-02 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) • • • `sheet 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAUS THRU 1X INSTALLATION DETAILS THRU 2X WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR FLANGE ADAPTOR v T.\—TYPIfA4 MtHORS SEE ELEV. •. 1By FOR SPACING WOOD BUCK 2 3/8- MIN. Y 2 3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23b'. ,HE USE OF DEEPER OR BEVELED WOODBUCKS IS PERM=D. TYPICAL ANCHORS SEE ELEV. 213Y WOOD BUCK FOR SPACING OR WOOD STRUCTURE 7 \IN FIN FRAME INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR 1/4' MAX. SHIMS TYPICAL ANCHORS . SEE ELEV. FOR SPACING a ..� . v o E8 WOOD STRUC NOT BY CGI TYPICAL ANCHORS: SEE 0". FOR SPACING #8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4' MIN. PENETRATION INTO WOOD Z �gR Ck qd INSTALLATION DETAILS INTO METAL 6 STRUCTURES OR INTO APPROVED MULLIONS g FLANGE ADAPTOR 9 A ` } 00 mat 9 � METAL STRUCTURE 0 a" ��.4 a O 0 IL O C K� ANCHORS 0 (y48 rya 0 3 I 0 FOR SPACING j1 �SEE It a TNJj 71 1r_ _TI II MIAMI—DADE COUNTY APPROVED II 1 MUWON R MULLION ANCHORS I S II SEE SEPAiA1E NCA II I •• Ir • • f • • • • • • ORdbU1CS REVISED as eomplyl�g with th• Floddn Building Code TYPICAL ANCHORS NOA-No. 17-0918.07 • • • • SEE BEY' at ING • • • FORSSP/�iraeon D109t22I2020 \i • • • • \ • • • • • • • auam ade Frr ••• • • • • ••• • • 3 OF , gj �drawing�no. wl 0-02 f 2505 068 1.995 812 .995 065 7YP. t.335 �i E1 FLANGE FRAME 2.505 LAB T fi2 1.495 .995 O65 I TYP, 1.335--I �J FLUSH FRAME/FIN FRAME .675 !•- .995I .975 �1.184-i C' GLAZING BEAD (LAM. GLASS) I -995 'n�P 1'OO�II �.125 E4 GLAZING BEAD (LAM. INSUL GLASS) IGLAZING ANGLE (LAM. INSUL GLASS) 1.130—; .065 1.550 1.680 1.450 180 350 .050 A50 1.395 �•I EO NAIL FIN ADAPTER O FLANGE ADAPTOR 1.393^{ 1.119 L�.180 191 .060 -€ 065 J 1-OB7 M3 FLUSH FRAME COVER 02 SCREW COVER LTP31 PART i QUANTETY DBSCEL TTtON ►t MUAL X4NF./SUFrLM/g MU= E1 CGI-118 4/ WOW. FLANGE FRAME 6D63-T6 - E2 CGI-119 4/ WOW. FLUSH FRAME/FIN FRAME 6063-TS E3 CGI-121 4/ WOW. GLAZING BEAD (LAM. GLASS) 6053-T6 - E4 CM-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 OGI-110 4/ WOW. MAL FXM ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS REGO. GLAZING BULB VINYL PVC DUROME7ER 75-60 SHORE A M2 CGI-124 AS REOD. SCREW COVER- OPDONA PVC _ M3 CGI-112 AS REGO. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/87 6063-15 - M5 - 2/ IZ SETTING BLOO(S EPDM DUROMETER 85fS SHORE A S2 #10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS TYPTYP CORER DETAII • •• • • • • ••• • •• as: •• • • • as PRODUCT REVISED as complying with the Florida 13uilding Code • • • • • Niit': 7 -091�8P7 • • • • • lExplrmt— Dst$ 0 0 000 •• • • • • •MI t7 do Co • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T 1 ATE Iti-•((A drawing no. Immik WAINMEM M DADEAM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTA CE NOA CGI Windows and Doors, Inc. 1 to MIAMI-DADE COLNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 —W.miamidade eov economy 0100 NW 25 Street Miami, FL 33172 SCOPE: r \ This NOA is being,,,i sttedlunder the applicable rules and regulations governing the use of construction a1r. TtYe-oc-umentationsubmitted has been reviewed and accepted by Miami -Dade Couj" RER - Product Control Section to be used in Miami Dade County and other areas where alloYyed by tbe. Athhority ..:. Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Da •• • •• • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade.E'oema) esery t• e righ i' • • • • • to have this product or material tested for quality assurance purposes. If this pr tititt pr matf%ajofailsgto • • • • • perform in the accepted manner, the manufacturer will incur the expense of such teSdAg and the nJ may • t • • • immediately revoke, modify, or suspend the use of such product or material within Heir;urisd0iou. t RER, • • • • reserves the right to revoke this acceptance, if it is determined by Miami—Dade'tounty Product 00 Control • •.' • Section that this product or material fails to meet the requirements of the a licableUui S cod • • • •.; • This product is approved as described -herein; and has been designed to comp yW, g Code, including the I-l►gh- elocity Hurricane Zone.- • th'tha-F1 dd gt111ding. • .. . •.. 17ESCRIPTI :Series "CGI Heavy Duty" Clipped Extruded Aluminum Tube Mullion — L:M.I. APPROV DOCUMENT: Drawing No. 6300 `., S JR, titled "Impact -Resistant Aluminum Tube Mullions", l sheets I thr ugh 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturec„signed-- -°' and sealed by thony Lynn Miller, P.E., bearing the Mimi .Dade-GountTPrududt Control Revision stamp with the Notice of ccep umei Tnilexpiration date by the Miami -Dade County Product Control Section. 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# 16-0218.04 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. MIAMHM COUNTY NOA No. 17-0630"1 Expiration Date: May 26, 202i IZ�os �7 Approval Date: December 14, 2017 Page 1 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. B. TESTS • . . .... ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • • • • • • ...... . ...... 2) Uniform Static Air Pressure Test, Loadin..gpi;o�C, TAS.202-94. 3) Water Resistance Test, per FBC, TAS 202-94.. .. : • • • •: 4) Large Missile Impact Test per FBC, TAS U4-94 • • • • • •: • • • 5) Cyclic Wind Pressure Loading per FBC, ?A$0203-94 . • . : • • • • • ...... 6) Forced Entry Test, per FBC 2411.3.2.1, arZTA� 202-94..• .. •• along with marked -up drawings and installation diagram Of ;clipped aluminufa— mullions, prepared by Fenestration Testing Lab, Inc., Test Report Nod •M-64-.; • • • r d; (samples A-1 thru E-1), dated 02/28/11, and addendum letter 05/Q51'1f,sign& • and sealed by Marlin D. Brinson, P.E. go 0 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5" Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QLALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. rge M. Plasencia, RE. Produc Control Unit Supervisor NOA No. 17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 E-1 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1• Statement letter of conformance, complying with FBC-5te Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated l�ebruary 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3• Private Labeling Agreement document in conformance to Product Contro4ti�izlines� • •. • • dated 02/15/16 signed by Mario Ferrucci Ill. • • •• • •• • • G. OTHERS •• • •••••• 1. None. • • • • • • • . • • • • • . . . • 2. NEW EVIDENCE SUBMTTED •••••• ••••• A. DRAWINGS ••'••' '••'•: •••••• 1. Drawing No. 7300.TIt, titled "lfeav Duty Clipped • • • • •' Y pped Aluminum:Tuee6Mull��;sheets "" 1 through 25 of 25, dated 08129/11, with revision C dated;061i9/17, prepared bi••••; manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS I. Structural analysis complying Frith FBC 5" Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, RE n QUALITY ASSURANCE 1• Miami -Dade Department of Regulatory and Economic Resources (RER). E• MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 5ch Edition (2014) and FBC 61b Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. rge M. Plasencia p E, Prod t Control Unit Supervisor NOA No. 17-0630.11 Expiration Date: May 26, 2021 E-2 Approval Date: December 14,1017 CGI Windows and Doors Inc, NOTICE OF ACCEPTANCE; EVIDENCE SUBMI G. OTHERS 1• This NOA revises NOA #16-0218.04, expiring on 05/26/2021. .... ...... .. .. •.••.• • . •..••• •....• •.•••! •• • 'Ierge M. Plasencia, E, Prod Control Unit Supervisor NOA No, 17-0630.11 Expiration Date: May 26, 2621 E - 3 Approval Date: December 14, 2017 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE jr OPfMNO WOTH FOR VERTr u MNL, MULLIONS i —� SEE OET/JI.S I I'D G'". ) �\19MEET92+ SEE T 41U m C.; A tG; LQ.Q1N `\ f� I /x 41 j /SEEDVA6S LHOPUZONTAL AQ,OJ t. LML SHEETS 2+ LENGT:t — NORMZONTK MULL LBIGTH 1) DETAILS SHO'MN ARE FOR THE MLLLOON ONLY ANCHORS SHOWN ARE N ADDITION TO ANY AN04ORS REOUIRED FOR THE FENESTRATION PRODUCT INSTALLATON. TYPICAL APPLICATIONS ARE SHOWN- EACH SITUATION IS UNIQUE AND SHOO O BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD- OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO-RANSFER LOADS AND ARE TO BE DESIGNFD BY OTHERS ARCHES 70 OF -) MULLION TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MILLED UNITS, MILLIONS M RMU MEE HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY AT TACHED TO THE MLLN (UPS• BUT %AALl ,/-IrCrN+ NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP SHAPE /<— 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN OESCNEO TO RESIST THE WINaOADS CORRESPONDING TO THE REOURED CESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT Mb MORE THAN L/180. T1-E. 15 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATON- THE 1 A LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES ANC SEE A iYW NU (k ' ANCHORAGE FOR THE COMMON N;RAMEET LION, SEE EXAMPLES ON THIS SHAND SHEET 2A FOR MULTIPLE UNITS. CONSIDER 2'1 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES THE LOWEST DESIGN � PRESSURE OF MULTIPLE MULL'NS OR FENESTRATION PRODUCTS SHALL APPLY 'a, Fp1 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO T11E NEXT SIM SHOWN ON THE TABLFIS} HOI.2ONTK SEE tIEIAA E. 71 ANCHOR EMEPEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS. MUST SHM 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCiU2E. ANC IS SF64a Be COATED OR CORROS RESISTANT AS APPRL7'RIATE FOR SUBSTRATE ARTERIAL UISSIMLAR MATFAALS SHALL HE PROTECTED AS REOIXRED TO PREVENT TEACTiONS r'cu I ATXXM T M REFERENCE TEST REPORTS' FZ-6"1 ELCO ULTWICON/AGGREGATO R NOAS PRODUCTS MAY &E CF MI TYPE % MULLIONS AND CLIPS HAVE BEEN DESIGNED I TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIDNG 6 IMIST &E CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WTH MIL CGHAPPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS 10) MULLIONS ARE N COMPLIANCE FOR USE N THE HVHZ 111 QUANTITY OF UNITS WITHIN A MULTIPLE MULLD ASSEMBLY IS UNLIMMrn PRO ADED THAT THE SPA( AND OPENING WOTHMEIGHT OF EACH INDIVIDUAL MULLION COMPJES WITH THE REOUIREIA"TS OF THIS NGA, ADDITIONAL EXAMP ESH OF PULL CONFIGURATIONS. .1 IENGM I- i INN -� i"�NOR¢ MU L LENG'H.. -. `r-- r r OPENN6 i. v FOR r.gM4xL I r SINGLE MULLION S"NGt.E MULLION OPEMIID WDTN FORVERTIUL MILL --)OfEt" SAL' FOR VERTSAL MNLI'- `1 SEE ODHHESPOIDNG DETALS M ULTPLE MULLIONS FROM FIGURE I ABOVE CODES I STANDARDS U1SM.._ •2017 FLORIDA BU LDNG CODE�7F��;�M�^�)ETH EDITION •2Q14 H.UNOA HU LONG CODE L'EICI, ETH EDITION •ANSUAFLPA MS-2015 FOR WOOD CONSTRUCTION PALUMNUM DESIGN MANUAL ADM-2015 •AISI S10042 •AISC 300-10 INSTRUCTIONS; 1) DETERMNE THE DESIGN PRESSURE REC .T (LFLG/CP) FOR THE OPENING USING THE ASCE.7 STANDARD 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION FRCDVCTS HiAME UEPTH. 3) REFER TO SHEET 25 TO DETERMINE P THE WIND LOADNG IS -RECTANGULAR' OR 'TRW6GlLAA7TRAPE2OpAL• GENERAL NOTE£._ - _ I &A TIRIOTIONS_ _ _ ____. _ __. 1 ELEVATIONS.._.._.... _..._......_-_. I MJLL TO TJt woo - MULL TO 1X p S MASitY_._.._ 7 INSTALLATION NOTES_._.._-. —_ 2 "AL TO MASONRY..______._ � MULL TO STEEL MJLL TO ML.L.—_ —'_' _— l ALTEJOMTATFCLWS_.._.... M RAY NXI l6TKUTION_..._ M 1 % 2 X .125 MULL SPECS..__._ _ 5 I X 2 X .375 MUL I X 2.75 OI .3„ MEAL SPFCf.—__ 7 1 X 2 75 X 65 MILL SPECS_ __ b I X 2.126 X AM HILL SPECS.___ 4 I X 4 x .126 MLL SPECS..._ I %. % 373 TUBE MULL SPECS_ ,I tXe%.576 "rKAL69EC3,__. II IS6 X U1M X 2K MILL SPCOS_.,2 125 X 3-A X. 100 MILL SPECS__ 13 125 X 3a X A24 MILL SPECS I t.23 k 3WILL .M X.624 L S1KT.J_. 16 2 %4 %.23 LILT. SPECS.___.__ :6 2 %6 X 25 LIAL SPECL..___._ 17 t I/X 2.11 X.125M{LL SPECS_ IS 3P X 315 BAY MULL SPECS_.. - IS 4E• X 3M BAY MILL SPECS- . 20 MMLLUN/C CLIP Dm*P0OM_. 21-23 EXALP,.S LGADI G EXAMPLES ___ 25 4) FIND THE CHOSEN W LLK)N•S MVL UON CAPACITY (LBS/FT'1 FROM TAB EES to THROUGH III` ON SHEETS 5 THROUGH 20 HESPECTNEiY, USING THE MULLION TYPE, LENGTH ANU UPENING WIDTH OR HEIGHT (DEPENDING P THE MULLION IS SPANNING VERTICALLY OR HORQONT q THE NUL.LION CAPACITY &OSiTT'1 ODTAINCD SHALL MEET OR EXCEED THE DCC40N PRESSURE:RE-OILREME T A.BS'F'PI FOR THE OPENIMG OBTAINED INft 1). 5) FROM THE SAME TABLE USED N STEP 4) ABOVE FIND THE VALUE N THE NEXT COLUMN AMU3I IR CAPACITY REOU6REO fLBS). THIS VALUE NT REPRESES THE WNDL_OA') TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FU _ MULLION CAPACITY. 6) FROM THE � CAPACITY'L_BS) TABLE ON THE SAME SHEET AROUSIA(fV"ACTUAL.9bf3STF�LTECOf �F1(MULTPLE ANCHORBUBSTRATE/AN01OR-CLP PATTERN MAY APPLY) SELECT2 N ANCHOR ;L*'SP4jERRj At V j.?TTU�I P.IE -I.—ANG10R CAPACITY IS MET. • • • • • • • • • • • O E THE MU -2 CAPACIII' (LBSA'T•I OBTAINED N THE TABLE tS HI WER TH"VIE DEj1VN PRLAl RiCU;pp16EVT (IBSMI`I FOR TFE OPENING. YOU MAY USE THE 'ANCHOR CAPACITY ADJIJSTYENT FORIWU' TO OBTAIN TH1E LOWFIR ANCHOR CAPACITY RL-OLIITED. wR}I THIS VALUE A LCwFEH ANCHOR CAPACTTV OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING H. SWM FOR THE FEN STRATON FYRDpUCT TO BE UuED AND 001.PME V71TH THE FINAL MULLION CAPACITY flBS/F'P7 OBTAINED FOR THE MULLION SYSTEM. THE 111:1E TWO ¢MILM 1 A THE YI f�ITIRE MSLLEO FE'3ESTRAl10A • • • PP• • 9) HIGHLIGHT OPTION USED AM TABLE VALUES USED INA SPEW&OAPPLUTIA Wo_U!414SAAV A IAL " A HERMIT ••• • • • • ••• • • • • IS • • • • • IS • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED WAdiw/ H POAPHyMy wft to. PHOI/A. CoN NOA-No. 17-0630611 ELPIF. i . 05/26t2021 w% • '4ce•e 2 \111111 Y / *� '��•'•L1GENaF i ND. 55705 ��LtL AL )Y72M.aiILLER,-P;E- - FIL P..E.0 68705 DETAIL A MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) �sr�aA� of •srs� r.�u' aaMAr�E LYSTAt, ce Dr, T/115 TA[TNDDJ FRONT VIEW X66 TABMl le r / te8 PER PER SUBS X• tAeIES EDp ANa AAA 3 XZ Et iAOlC3 eUOG11RM .� � � ,btlB AAW AT'C", / -rt- ✓ aVMHLft .. •.yam^ SIDE VIEW INSTALLATION NOTES I)ANCHOR EMBECMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO 2) OUA TITY OF AACHORS AND MILLION SUE SHOWN ABOVE ARE FOR PICTORIAL REPR[3ETITATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORREC' QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE FOLLOWNG SHEETS. FOR DETAILS A-0, EITHER THE STANDARD OR OFFbL I CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HOMFAD OR FLA-HF . A) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET I 5) FOR MASONRY APPLIG.TMXi3 h MUWI-OADE COUNTY, USE ONLY MIAMHDADE COIAHTY APPROVED ELCO LH.TRACON OR R (X) iW S S AGGREGATOR MASONRY ANCHORS DETAIL B. MULLION ATTACHED TO I WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) / `, Y WAT91Nv TM.A.CI ® � z e AI$ / PER SUBSTRATE, A A I TAaeBR SEE SEE-ARE31613E 2I SEE Mm 1, � N SHFFT i. U i u fH W I. LV. 2.7 K31 EDGE y"� _ x I CORpaTE oR CMU _ I Dw,�, n Tn r ,&, TAeIEs I F i 44LIta1Lt i U Z 8 w VIEW VIE O � 3 CJv wreE N4iALLFL e- eofO 4 Q T M 2 Y 4 a i0 TrP. ANc�,ae /--PER S+ESrRATE. / lfEE TM1 I&OR _ PRODUCT REVISED RLCICTRP MH am nod" T — • — ATTAC•IEW NOA-M..— 17-0630.11 By otwin. SEE NOTE ,, F_or the D•t• 05/26/2021 1___ SHEET 1. •T1. YW 27 K31 (%1HICRETE On Gtl FRONT VIEW •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • H111/ll LYNIV * ; Nn 58705 � 4 . SbNIA�,L, �EN x LYi'�I�w+uxr�-PE. FL P.E.• 58705 DETAIL E' Y MULLION TO MULLION A NOTES MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES f DETAIL zs1•+ � 111, <Ij MASONRY STRUCTURE �"" OM I__ (U-CUP) '� g (STANDARD CLIP SHOWN) '— \ i) MAYBE INSTAL I M'TW OR'CROSS- INt ;q¢yg4i v.Rea INTERSECTIONS. tr `LCy ��\ f 2) MAY BE INSTALLED HORIZONTAL I Y 9Da6TMTF. (SHOWN) OR VERTICALLY. c N suNDT UAL s� 3) SFF U-QW DRAWINGS, SHEETS 21-23 -.mALLE3 r I GE ' EDDISTA.M TOP VIEW rOR CORRE-SPONDNG MUL'ON, ••• - _ 1 Ll �,�a C' �: u ° _. • \ • '_ 7 j—sELc�RtLrcoRPeEowu � \ ' MAMKAM UEE SUG _r EXTERIOR �� A. •` J co CD cf. P < z m C J DISTANCE _ (- Ti{F O.:EET CUP t5 C O 2 / ANtauu J aco•,EroED Pan g > F • ��' F{ I M'NDOwa. NUT wy U • L, _�• .11.7U SE FOn SUMTRAM aEE TAaLE3 M-tu '/•t IUC�-_ Rp__ _'__ V�,�ii !�J-' i" NiEE7ADLE5farm 1t Ii FOR V ~ z Q Oas YPN1DU 40 <OPERSUISTRATE.-CURLocArgs O N iTrPClwFxr {�j �FRONT VIEW EDGE Y MUM DAED1ENT Ea nlcTc ,. SEE TANX.3 t • FC ! N y 1 - - SHOT t_ -. - W18 .. EDGE $ I Z Q .L�J• _ n- — Z 1--.—l—otS7 - D_ O YN 2]k61CW014TE OR CAU :i.'e fAm tAttEa raN 1,]Kai co•+ry+E]E On ta: Tsnn �';— r dj4 FRONT VIEW SIDE VIEW DETAIL D: SIDE VIEW -] MULLION ATTACHED TO PRODUCT REVISED STEEL STUD " '°Ltl' °- F6.4" WSTALLATpN NCTES: (STANDARD CUP SHOWN) UO�A-#$. 17.0630.11 aTRUC'LRE GViEatlw Dat•OS126/2021 1) ANCHOR EMB87MFM TO BASE MAT81JAL SHALL BE BEYOND WALL CRESSNJC OR STUCCO 'rr. Aw•pt j i—PEA TAMES ATE, 2) OLYWTITY OF ANOiORS AND M1A110N SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ^ � `` SEE tAti€S ISIae � ONLY BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR Dt&TANCE THE SEE SNEtT: �. CORRECT OUANTrrY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFB2 TO THE TANU FC ON THE E 3HEETP FOLLOWING SHEETS, FOR DETAILS A-D, ER HER THE STANDARD OR OFFSET CUP MAY BE USED. HOU! LOCAr M 3) ANCHOR HEAD TYPE MAY BE PANHFAU. HEXHEAD OR FLATHEAD. WLxvo% 4) WOOD BUCKS ARE OPT O" , SFF OETML C. THIS SHEET. 5) FOR MASDWYAPPLCATIONS IN U~-DADE COUNTY, LSE ONLY M AMLDADE COUNTY APPROVED b • • • • • • • • • • E ELCO LA TRACAN OR ELOO 114' S.S. AGGREGATOR MASONRY ANCHORS, • • • • • • • • • TA �11 Y lYM Pqn TopEEL 3lrntvosQ� FRONT MEIN Aaoo •+OboA+..�•OpSaESW • • • SEE Atua EXTERIOR ug • • • • • • - '• r' NOTES: SIDE MEIN `* 11 FOR ZX WOOD -RACKED STEEL STUDS. WOOD ••77 ANCF•Id2-bolAAYBE • • • • • �Q� STATE Try • • • • --• • • �L P. E.858705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T A"C1 -AEA SMTMTF SEE TARISS tR1aa EXTERIOR DETAIL F FIELDa,1ODIFlED MULLION CLIP (F-CLIP) W r DETµj A.a, -� �- StCM T AND 1 cCR MCYALLATCN � rO 3/EOF1O S ASTRATES. O O I � J� ro O SIOE VIEW , •+Onw wrtN 1•x�-x .129' Aaxua. STAx0Ak) WUDNCLIP ' MODE®r0 FTT R&L eo.vTloNa + i / 4. WO`WOW. STEti HURL CAU OR SM CARY 0 NOTE FOR INSTALLATION -OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 126' X 2.11- X.125. MULLION. 2) SEE TABLES 1&136 FOR ANCHOR QUANTITIES AND SHEETS 21-73 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O [EO TOP VIEW y I ' SEE' TARFS ILIN 1 I 11 I II 1 'I I I I 1 1 � x 1 C'J EXTERHM N rxsx.la ANO1� CIi. .-I PEfl MULLIQ g,D, WMT 6 M•TAtLID �MiSOE OF 1MAL 1 1 DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) >D- 0A w MAYSaxL O ` O O O TOP VIEW I I r I I I rw ANOCR I r-PFA su6sTMrE I SEF rAKES 15e OR 195 1 1 %E�X MR:OR �/ i i PEM I A o.M Ef O SAY U Or M15TALLEO a1SCE OF SAY WL. O PRODUCT REVISED fluidAiC.RC Aft sh.b Marmoff ura worn. NOA4#1743630.11 STEEL•ALM a 15AsoAMeY / .. ExTE q E-0- — Orb OW26/2021 1-- 'f �. � � w •c1 was NO � w • • • • • • • • • • • • s AA11,11111,,, NOTES FOR IFISiAILATgN OfT/ONIs* K. � "A 1) USE 2 ANGLE CL66 PER Li LLAE!N N D tL 11% AIEsTlIE IRSp?fFD INSIDE OF MULLION. ` P 2) DETAIL O. SEE TABLES 18-148 FOR ANCHOR QUANTRIESAND 60. No. 5SM6 LOCATIONS, 1KLT5 2t-23 FDA HE * * _- $ _ _ 3) DETAIL F!; SSE TAFJL"1g8 OR 166 FORiW*OOR QUAWMES MID SHEET 22 FOR HOLE R � �'. s7 TE OF (V� LOCATIONS• • • • • • • • • • • • • • • • • • 5 '�YS�O/yAl �r1 `� 000 • • • • • • • • • ¢ TT /T jjjj1A111 • • 000 • • _ •> - A. LyryN MILLER; P.E. FL P.EA 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 B a®moo©m 5lbbptr. 2.0— 35AC 4dw du FIT— 1�1 Amh—C&P P.tbfOt An941'YR 311E Eiu Ubwr. w0. ta. 91T E1ve t41— Y1B Et5 u-b— IWEp Ll-o ASDKpb 41T 0w ilt•ew1St95�1'03)faav p1( tr1 M7 sr OPI III tr !o�A15) Edp 12c (1,J 1' 2-t? I- V 7-I? }INS' 1• }t? 1' 2-1? 7 }ipf4.r �YS!{' L3]I' Eseperw5 •IJ 1-Y{• 7.1V• 1.W' Z 1-w /-U' 4IN' 1.1K t-ta' t-t.a'lyS I taAr a1r 2AM A{73'Mk Oz 12Mb1QOd• -tl. f1 bb 3tlb �SOb IHOb MO ft vat. 2tlb 3ab Wb 37lb pNM4M 011TM OCISY11spWC"Cft "q.27 {p0Y IJpY WA WA WA WA mt. WA WA WA 71AA•12b MSY 1120•{ O C Ig733 AnpY Ob l pie. 3: 760b 750b WOb ISp01b 10pY MOb Itlb WA IN- 7qb MO— Sp2b tNSY Imw OC / UA, Spp.12Y AbA (FQ. HjWA 19pp I" N11M Not WA WA I WA WA WA WA 7L11 WA WAI AA•Ir/F{y yb-51 t23p 723Ib kip 127b t MOb 177b 1Ab N7p 112Ib 170p 221b ]SOY 7 A-k— I IS MIS O.C/FQP /Y B M p w lr TVA HIM WA WA 1tl b WA WA WA IW1 WA ]If b {12 Y fytl Y NV 1t:2VN 1Mt--I-11.0 1R•71NMC A4Y1r'MJI'<-11--ryW 1Vf1—... Ili Im.1 MI—{. K I wc• 1 ItAAA•Iu1Ja: (Op—) X /ANCHOR cAF.,�,,,,,\ . ANCHOR CAP. — USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL. PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADO(T:OHAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, � mwt PRODUCT REVISED •p cu. 1% wrHp tM :IarW Mom A-MM • 17-0630.11 12310n21•n Date � 2612021 FIGURE '.: FIGURE 2: ,.. ... TABLE NOTES: ' • • 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1_Mv1. �- 2)LINEAR INTERN-OLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE- r FIGURE 7 ') MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT D•AENSIONS, SEE SHEETS 21-23. . • • HOLES TO BE DRILLED IN TIE FAD FOLLOWING DIMENSIONAL. RESTRI(:TIONS SHOWN ON SHEETS 21.23 2-000' FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS, • • • • • • • • 111111 ANGLE CLP MUST 8E LASED IN PAIRS • • • • • • • • �) SUBSTRATES: CONCRETE SFtALL CONFORM TO ACI 301 SPLCIFI ATIORS. HOLLOW ANC GROUT-N11(�i • CONCRETE BLOCK UNIT (CL Uj SHALL OONFORM TO ASTM C-00. WOODS BE I MOMll1E-TREATED • • • • • • • • • • .T25 `l `�` Y LYNIy ' ...... �` � �IEN`SF '.:C '• c1 FIGURE 4: FIGURE 5 FIGURER YELLOW SOUTHERN PINE WITH AV SO OF 0.55. ALUMINUM SHALL BE E06i-LS Or 11!' • • • � •.�f S�Y�VAtAI THICK STEEL IC AS TO BE A MINIMUM GRADE 33 AND .SH LTHICKD(T N GAIT ACE). READ B BE PIT LEAST 12S THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEN7 AT LEAST 0 SCREW THREADS BEYOND • S•� 7 X .125 MIAL70N * .- �.58 THE MATERIAL ti 0 6 *12 ANCHORS INTO WOW MAY BE STEEL. 18-0 S.S. OR 410 S S. ( _ • • • • ••• •• ••• ••• ••• A. LI'NIWMk.LIi,PE. ••• FL P.E # 58706 ••• • • • • ••• • • • • • • • • I TABLE 2A FIGURE 1: FIGURE 21 FIGURE I Lo0 ANGLE CUP MUST BE U$ED N PABiS. FIGUREI FKa71Rt 5, NGUREO. TARLE NOTES: 1)SEE SHEET 1 FOR NSTRUCTIONS 0%1 USING THE TABLES AND SHEET 25 FOR NFORALATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL NSTALLAI ION METH=^. ---I 1.000- f- 2) LINEAR NTERPOtATION BETWEEN NULL LENGTHS AN31OR OPENING WIDTHS IS ALLOWABLE. IfT 3) MILLION AND MULLION CLIPS SiOVIN ARE NOT TO SCALE. FOR EXACT DIM6@1GgA116AS SYEE3E 21-28 • • 1 _.• HOLES TO BE ORILLED IN IHt FFJD FOLLOWING DW9ASK)NAh RESTMCT1O1•S 5110WNOI•SSWRE 21 •0. • • •T- FgiUg1S SHOW SUGGESTED. APPROKJANTE BOLE LOC.ATHONS • • w • • w • • I • a) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECtH1CRTgN$- bw • • • lt1 375 CONCRETE BLOCK UNIT (GMU) SWILL CONFORM TO ASTIA C-B0. WO00 YELLOW SOUTHERN PNE WITH AN SG OF 0.06. ALUMINUM 3HALL SEOD63-TO AND OE A MNPAtM OF -125 THICK STEEL STJDS TO BE A MINIMWA GRADE 33AND .OAS TICK (t• GAtnE). STRUCTURAL STEEL TO BE AT V X 2' X 375• MULLION LEAST _ 125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEM AT LEAST 3 SCREW THREADSBEIDHq THE MATERIAL ill A •t2 ANCHORS INTO WOOD MAY 8E STEEi. I" S.S. OR 410 •.' • • d • • • • • a 0190 • • • 3 a a Z Fz to Q U Y Y y U Za0 PRODUCT REVISED •��e••�olrl+w with the4/q•CoJ• ►lorfd• 1nBMO17-06wm "EmphaU•• D•t.O5/2612621 Ar, �P ;L ;6S •.`,zanor,. G�? �",,"ON�ALI I N E A Ll(NNANLN ` TER.- P:E, FL P.E.► 58705 • •• •• • • • •• •• I TABLE 3A Yh I a. I »In I _. aah 90i IcaM 1201. 11 276 X 7— -w w 'I'm•M' T.yfnyy 14 a T.Wtar�a %—.00r Thdi11a1i IIIA;✓»a6. --V- TM- . ft—.da 11pTaa• Aempa .776ANxL !' I.aalq laa4na La610 f Ladry Laaaha L--" laaanp Wait/ laaary Laa•• lssa' Jaa�p La"V L-OM ITW 11, 11�1 I IT, ju h 1i TO in! Anchor Cap Pmoms A"aO'r—I E43e OaYae. Fwetl.�V - yWEMIJW 11 r 2-14- I WEiw LRacn r 1 3-1- I-w 1 w fiw 2AcYn R A. 16' Mh. 0 C. 1 Jn cols. QF 60-tt NO a—ft tsor aood {helat`t.:S LOA OLliaadad (s Oa.a)CIF �F •i MOr 70ib WA WA 4A — a r Sal c.C'plb3Apa L�al6y-=I »Or /Yd moO 15wb 2-0--oc/maw— laA (Fp-+T WA WA NA WA IAA w/FSb 6jD-SC tmr laab 723b 43b 24aaoa0 tls'11n.0 Q F(y FF.& NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR 71ab 31or PATTERN AND WA ANCHOR WA VAL FIGURE 1:FIGURE 2 .. FIGURE 3' 0 -1 ANGLE CUP MUST BE USED W PAIRS. FIGURE A F1rURE 5: FIGURE 6. P** I • rirEbt I IN'Fjce ule "•as >w-cco Wsa Fao l:O sawi n2S a123a ApAGra lanom A�W, tt—frq Y—P% 3-025) aC OSr 032C 4W i-iK 1-IK 4iw 1-W 1-11C r t4w I w y1fY 27ar 3W0. 1 �3aor XW Ih i TAa agar 94b >••r u2 Sn r NA WA WA WA WA laA aatb fYb It3ON 7WN amr WA I »Ob Wr Nor loaf- aer wb 1170 N� Mr wA WA tag WA WA WA WA KM 713 r I36N /ISr ; Inr 39b •Tr >,IIb A75b 1»r 7I1b 21Cb NM 1a0Y '�_--WA WA WA N1A WA N'" aa2 SaDr STANDARD CUP. CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJ U3TMENT FOR6NAA: (D -) X MULLON CAP.„,�, / ANCHOR CAP — USE THIS FORMULA TO OBTAIN THE •ANCHOR CAPACITY REOURED' CORRESPONDING TO AN f ACTUAL PRESSURE REOLAREVE17 FOR THE OPENtNO. WHEN R IS LOWER THIN TIE M'JLLJONI CAPACITY (FROM THE TABLE) 6 TH[ S'aEt:TfD MULLION. IT WILL YIELD A MINMtJ6A ANQOR CAPACITY WHBCH MAY BE USED TO IXl/1LIFY ADDITIONAL ANCHOR UPI IONS FHOM THE ANCHOR CAPACITY TABLE TABLE MOTH'S 1.000' r--- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USE:G THE TABLES AND SHEET 25 FOR INFORMATION ON LOALNNG T SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS •• ••• • • • • 2) UNEAR NTERPOLATM BETWEEN MULL LENGTHS AND/OR OPENING If DTH3 6 ALL�1W�u d • •• • • • • • 3) MULLION AND MUILION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT D .NSIOIS�SE„iy.(�ET'�21-�.1. • • • •^ TSp- HOLES TO BE ORILIFD IN THE FIELD F?L.LOWING DIMENSIONAL RESTRIC'��(S S+�yfI+ON SrEjH'TS 2 • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • 4) SUBS' RATES: CONCRETE SHALL CONFORM TO ACA 301 SPECIFICAT1O14S. HOLLOW AND GRDUT-FLLLED —( CONCRETE BLOC( UNIT (CMJ) SHALL CONFORM TO ASTM "M WOOD SHALL BE PRESS.IRE-TRFa7FD L .375' YELLOW SOUTHERN PINE WTTII AN SO Of 0 SS ALUMINUM SHALL EE �7"�6�' SE A MNMEAL OH�1� THICK 3TEA STUDS TO BE A • • { GRADE 33AND .OiS T/Exr(1�•GAAn,tf SCVW7 c� T �E Ai I.FAST .125 THCK AND AJS. ALL ANCHORS E1T0 METAL SFULL EXT { 3 4'.1•.,, ALL • • • • • • 1•x z•5• x .a2r AAAuoN THE MATERIAL, 010 E 012 ANCHORS INTO WOOD MAYBE STEEL 18.8i GR 41q" • • • • 0 see • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • ••• • • • ••• •• •• • • i 02 R PRODUCT REVISED C eo.lPMlao b wtU ttw FA4 o.Coda 17.0630.11 ExPMattoa Data OS/262021 er i .•' �1JY Lr N/y . .poi: 6� ��d� t•'•��; �,, COI 1,VtA�l� L11��`�• 0. LYAN ADUJeHi, P.E. ' E. P.E.# 58705 glllienCapacity T-b -. -- -. OP.-kv YMid•1 ft." irMtp IRI10m: a OPdminQ H.IDM(Dr romtz": bN bn AN /Dh lobo is I. 12DN INN boob 1]i7i1 .iiO Ahtln �• d�Atr,PO• 71p i1t.• FWw/r la.6y 1i�11✓iir• Lodi RAc1enW fa.iyv T+.7T0•,G LoAd.• Re�t.•,Nd. Laei.i TIl r-w lndi Re•.*" Lr6q fieP'TOM Ls6;• RlwQAw lAOblp TnpRY.i Wi LadlD 11laTl.i. LOIkID fiWraV. 10KIn T4'DIrY la•gD RCrIPl11 U"w TI0701i. IyygO � ;D I A ;La3;o qqi3 D d l�L � g � [41 1t fig Ij 42N txa p0 1m.0 AM 1700 7u 030 17¢l 17U IM Into me 1mA 1@ 1x0 $16 ImJ gill t70A En /x0 t2a0 1/lt0 f71 1mA IaN 170.0 S21 ti.7 mt: ImAIy6 10 f7EA 02th TMA me 170.3 62A 1700 1x0 170A 002 170.! 40 170D It33 1m0l 0H tm) 177E rmo M. f700 U17 ix/ 4/0 U17 U17 tm.1 40 121.6 1H7 1A./ OW 1063 tall IJOA 0172 SO.RSu fA0 /a7 ix0 sn tA0 660 1700 Mt 170.0 SON lx2 0M ImA 1105 fm.0 7A 1@J 121B Tm0 U7 1N.s 1200 L$ 151 121/ t2ffi 170.0 IN lads 13" 0" 7S0 "A is into 700 Elm 170.! 707 Imo i2 1110 am 1x0 0.1 "11.0 11N 1700 751 1507 Ali 1m.0 /OJ ILU 113C tx0 0fl iCA It30 tAI t5/ loos 71s 1A.0 l01 051 1170 1x! EI 75] 1170 174f OM «h 17R1 101 tA.O Al 1M3 015 1623 701 125.1 KS 14a.6 710 tOIA W 1.3 73S D7.! 61i ME 720 V.D MS 11Ls 77/ 717 015 Iia.a PIS R.l 015 fu.a 11S SU DIS 1,44 716 �[ Oh MtJ UO 161.0 no 1263 031 13l./ •N /N.1 a= I71] N, WA IS) it27 0A KA 0]0 104.0� 09 759 No NA am • 3 IV M.S W 6d2 070 Kt 60 /7,4 /� N.i /1/ Cp 01h 7]ZI 107 IAQO bo IHA 79 INA •36 04.3 7/7 IOl/ Qa 025 70 Mt 0H ria 7S7 0.1 i " s0 A7 "A 6M -1 5l0 717 NO !b Q2 757 7l2 mi 41.3 7w 732 ml j 72h 101.1 So KA 030 OtA Sdo 727 00 c. O l3.] a21 Sll a/ MJ *,A iA on 123 5m ae n2 11D 3" an fl3 alv 31A ® 552 d07 Ah 103 VI Qt 00.4allu /0A 0/0 721 S71 M41 aN 7/ Y.1 ST MA 471 Alto 91 N3 •a 433 $71 SIA 430 30A 9t n0 NI 50.0 9/ 4• M DA 671 M3 MO >ah /QO W OSA 474 01i7 6Q MS 446 $7.1 W dW $4: AA 5Q 637 Aa/ MA Sd2 51,0 d17 MA SQ a73 437 313 Sat QA a2! AA Sd2Eo SRbN 521 407 9.7 311 42A Am ALA 356 AS 32E 407 n3 30 2l6 a37 12A 731 S/ 21A An 2DA 33t 2L7 Aa'7 26.1 III uA ACT ]ll » t•J Am 2]a 310 M.1 >m ]S! 33/ 77,7 3U 3Q7 3s/ 1111 32 2/1 3M 211 360 m.1 21A ]Slt 2aA 2D1 i7/ .350 III 2//tooI. b.t L] bA 1R 76/ 3O 75! 351 2tA 70] It >D 1" 2A1 1117 263 100 20 15,1 2L1 1/3 237 111N Z7A >n b.] W 3t ]O 7].l ?b tltA 2.l 10.1 ]35 1l.] 70l 16] 22t li.a 207 103 720M 27.0 770 7L] 2w A5 2L IU 7a6 15.1 2D 16l ]02 A-h- Cap Pamni NOTE: FOR THE OFFSET CUP, Aie/f ryR Llf Et li[m 1K Eb UR lYtf EM uw- ]ro'!ka UlOaam IM•Cka V•soa 1K S0 Btr Ap0eC�r S7i• Eko l•iece 11q /K 03 Eta MO Std t IM2 Sle. ApIWY. to" Sa.e F35i 7 11f asd• M2 a" few. t09 C.32t' EJp l2raroe t• 2-10' 1 1• 2- 2• E�e•I.N / }3/r t-SM• I I•],C 7 I-1K 1•W 41K '-J! 1.1K I-,A4 2 I.11f I-3C u.y I.0f 01a. OIa litf ]bb 34•a a 450Ve 300b ,OMb .OI 200b 3Mv lab Nab 6Mb fMb1 Shcb '', A47b Sao A. FIGURE I: FIGURE 2 PATTERN AND ANCHOR VALUES AS THE STANDARD C1 p FIGURE 3 -1 a 0 1 ANGLE CLIP MUST BE USED IN FARS.. FIGURE a- F'GURE6: FIGURE @ • • • TABLE NOTES VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ..-.....+ .nut r nwwlicnl Ft/1O1ulJl' (EH-) X (M'CMOR U1P. `\ ANCHOR CAP, MULLION CAP.,,,,, USE T HIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REOUIREO• CORRESPO.VDNG TO AN ACnW. PRFSSURE REOUREMENT FOR THE OPENING, WHEN IT 6 LOWER THAN THE MULLION CAPACTY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACf7Y WRICH MAY BE USED TO OIIALIFY ADOTTIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACRY TABLE- r i) SESEESHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SNEr"T 25 FOR INFORAN1-ooPi1DN ON LOADING._ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I / 2)LINE R INTERPOLATION BETWEEN MULL LENG711S AND/OR OPENING WIDTHS ISALLOWABLE. 0 0 0 ' 3) MULLION AND MULLION CLIPS SH OWN ARE NOT TO SCALE. FOR D(ACT DIMatiONS, SEE 9IEOS 29L23,• • At y ISP HOLES TO BE DR' I N THE FIELD FOLLOWING LJMENSKMAL RESTIUCTIONS 4VW N ONptETS li*f. • • at • • FIGURES SNOW SUGGESTED, APPROXIMATE HOE LOCATIONS. • • • • • • • • • • • • • • • A) SUBSTRATES' CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS NOIl (TM AND GROUT-Fl1,EU • • • • �• CONCRETE BLOCI( UNIT (OMU) SHALL CONFORM TO ASTM C-M WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0. 55. ALUMINUM SHALL EE Wa3.T5 ANO BE A L0INIMLAM OF .125• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .C4S* THt;C1((18 GA(1GE STRUCTURAL STErLTO BE AT LEAST .125' THICK ANO A18. A1.1. ANCHORS INTO METAL. EXT@1D AT * 3 SEIN! THREAD,! BEl'(7N• • r X 2 75- • .630. MULLION THE MATERIAL. 010 i #12 ANCHORS INTO WOOD MAY BE STEE>. i•8 SS a1(tS.S. • • • • • • • • • • • • • • • ••• •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 t U y � • C O J n 4 �y K� C m S O h O Z a � 7 J O Q O U O 0 X. 3 p { • � 1V o U X p PRODUCT REVISED cow%* i.• riHO M. Flod" C`oodd. N 17-O63D./1 E.PHI.im D t. O512642O21 �'. ID C * No.5870E 1 A L{'�fM alTil,�Ly P.E. 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O'011 cu Dull Sill OKt "a OuLI axis O'oil to 0Ott M PKt in Melt lei 0"Oil rSa'OS OM 0011 LLCt roll OM O'011 LLSL l'KI 001 9 um rat Oo Mt Lifl Lot LIC POLt UZI fell to 0'Ou nu out K9 suit an OOu IOC Cuts OM O'OLI t8 feu @a OMI uM to OQfI msl tits to O'011 out O"Oil 13 ml a" O'OLI KS ous Met 00(1 IS IDOL& OIL, @Wt 012 00LI of, O'OLl OOC Cal on POLI Ott owl ML PKI t0 jOULi OD POL) rrt It I a fin u 0o II4 ia� Ottprri OWLpO !11111 p �! $t n 111 71 # jI Ii is J1 I I1��1F If $I ip1 o 0 li iM Mtil '..00 t'C v.i Ot.tt'i A^4^U 0Po1 "arm"rN ACos01 *+s"A0.1 011Otvi 6epci fu01'm4 0p>I &*-n Uptl Apr) -16-paO ALJrr'. Ouwv—+ alvall'. -P.rmM also. 'AROl^ few sPtllrrb AyMi Ar+l/�1 AOoi T•'�3f •!°1 Ap{fUitl ityM7 r► 4>•Y IsON 4Ml Mitt 40Ct rM .01 46t 400 Us {-Dffv- Qritlaz44x mmy Lt j PiiosH dT-O o (s+D@x1' A+F++osdt'°Llm9lt^ •IOsil O'J Ai) Coom &*—to uoytylt TABLE BA apwi ffo WW1 os,«nolpoloar*+ror1Y,ar67 at>pm410 H eigM My hmmnik aa.wtro mAlx.,) Mb a 70b Mb Bob Still In I23b 140b /Mb 134a-126 lYtvo+r. la>�• lAp'Mr• U•a•04 ft-w4.r i 114/1fb0 �,4 R.e=aVr L4n•q Tr.o'illan0 L4••r• H.n..or.• L0.4r• -�M•�o ICY R.eMO+r lWp T+d*Y,O. Ia4r• =>•tWr 1.r•r• 7aor7tl•la 1A041'11 Wc+.n+lr te••y 111407l•7 t4••y •.r/rOJr L0.6• IYJNi'0ro 1A••M Faodpi tnr•Iy *a�n0 t4aWp 7uU.. r14b• U114af1.•. At h •.-. by I� fi-. �� I a 3 �.. I Y -_-_ � � �� _ �'1 1 11 �i-_ � 211 8g � 11' �_ � �g t_ � �� �� �� � IIN yt 42b IAJ Ime 4A 17e•01 744 1740 an 170.0 M Ia0 IN 1WO 1M 170-0 Olt 1700 1110 IMAI STI 170.0 INS f710 S71 1700 14M 1711.01@ t M 1.4 1r 170.0 @1 127.4 14M 17.0 91 0 1744 lM 0 04 171A SW VII0 5" 170.0 100 170.4 4M /W-0 1133 170.0 OM t70A 1I75 1AJ Off IM3 INN 17LO 0M /30] I= 170.0 ow lilt 1303 170.0 OM $7.7 130 IAJ M !b tR0 Sp 171.0 40 1700 431 1700 too Imo m 7tc-0 /fly t700 In 158T li% f70A 7n 140.5 t234 IWO 700 I77.1 12M 1W.0 73e IM.a 12A lAA 77e M.O 1370 IAA 7M Nb 170.0 7W 1 17a0 to IA.O M IAo Mt 1703 It" Ims 704 154.4 %1" tA.O 00 1372 IOU 17a1 I Or 123.3 119B 1700 M 1@J 115/ 171,0 0/ MI MIT 170.4 M1 772 1We 17" WI '., OD 1700 Al 14LJ 1042 IA0 M 1420 WQ 101.1 132 12LI 100 I41.7 114 ttll 100 134.4 I IM 1M.0 1. 134.2 7W a4 1W HMI M 71.5 164 121,1 712 @.S WQ 123.1 j 7@ M t70.1 MO .MA 740 0121 11111 1 1430 •14 12" f@ 144.4 71111 IM4 OM 13,A r@ 100J 4@ t21a 7M M7 O@ 1NA 79 73A m 1041 745 MA 182 t0A 74t 407 4M IOU7M S w 4 M7 tno 70 IPJ M7 Itl0 7M 1141 M7 130.3 7M 1014 M7 117.7 = /1J 047 1047 7L M.7 M7 142.2 777 U.7 M7 M.1 /t3 N.t W7 MA 711 51.r Nl MA 711 72 WJ MS /42.7 737 1112 4M 121.4 722 W.0 O40 =4 iM MO we M4 wi T" 6" K7 as O,I M @7 473 *Also 7S] m Y] MO 72! 02 425 1" 72.4 451 IDb If.1 7M 1M.7 M• O43 7@ 4024 M f¢4 M MA 40 712 M OC.O M0 442 7M 741 00 94 712 M2 413 4L1 7@ @A 1@ !1] ill AT M.4 M lib 101. TZa 111.4 4x "a rA W1774i, r^ of 4M M.4 TN N4 SO Na 7]4 M./ Mt 43A M 924 SM 47 72t 112 7ia x2 14J 7a4 774 53S 363 Mb MO 543 TA 4/3 YO 0O M.7 W 32.0 4M 43,6 34D a7 t.- 4M 70.4 W .. 4@ x.4 W "A M SaA 6U x.4 M4 x,1 543 >2.7 Lb 2,.7 W M7 p ob S72 m SO0 477 n.e m ql 4n 432 172 311 a7 D40 4M 31.1 m HJ 4M L.7 rO no 340 71. 4n n.1 IM nA a70 TD.O 300 17.0 4N ]1.2 3W lob 103 177 41.1 341 315 >n xA 377 X.0 »D 252 3-7 2ae = 224 3" NA- III =I Y7 S:J 1,7 '4s 3r7 140 Ile NA x7 II.1 a0. 111 b i71 ]S7 a./ p.T 3oJ ) x7 312 ID.1 367 27.5 3U 212 347 244 3M MA 3W 22J' DM !a$ 307 241 301 ;44 � a07 I7.a 1M lmb 7aD D44 7a.4 as 7A.! 3M 3M 71.7 I70 14a MO 142 210 1U 330 1 .7. m IMb 110 21I A2 144 -- a T.bM frml-'-'_- 271, Ca1•uIe 3 5H I31rc Iplpr cm 77O.0OW w.e !I.•1 Anchor ClipP1te7K Mery . 3M@- Eka Utt- 1H• 1Ar40w r Fife 3n4• ELF lIOr4.1t, 1H• Eb U•Oea IN 84 Ct A•'w(yer S Bcc I1b•[4a IA' M Etc Atp�L4n n0'JM• 5.•.. If7N O12 O•• fa.fr 476} n2 4•• 3-103) E40s Oshn"'4'1 I. 2-ir v z,r 1,M 7.1r 1' 2-w I r 1175 r aas' 0.x• cm, E.wtbbi 4.3 tvr Iar4• I.M' IJ7r Y ,-W i-W 1-ur I-:/! I-uc `IK r ,.3T I-Aw .1141 2 AAct43 {_77.t-O_G.ISt.I1ae•rOMt OFy. 11n 3Mb 310b 45Fb 144b 2nbi MT! b -b I74b WG Oath xtb 4474I. moss4 An[lwf 77Y Yir. O.0 J iil3nl fir 04s.a C• $b- R b 1fA t. S4a b.110. at' 2 b W !40 p WA MO •• Ww 11c p KA 411cr IN MC 1. 1 Isa b f Ar4v4 Q l tY IRA_ OG / 3iO'C p 0.1sa CIO fP•. 9 MD b I b. WA WA I.rA 1•DY WA WA IvA lW. WA 17.] p Im b 7740 b ,/Verlv�r O4a 0G/(-0SIO A„As I7•a/0.74. 41 7OOb no 4Mb ISMb. 14Mb $M to '.10b WA 7Mb 7Mb Maps 14Qb 4Rb M. Ilsab aA/lJ,vaQr Yn O.G 7Qj2L'/100100$u tat.q IIAb 11Wb MTOp 2340b 1044b AtP 440b II1A 1140.1 1122lb ,320b SOM" 10221. tDDb iMb 4 Alcl Q oar MCI 0.4 /tidy, bb .1T5' AIIa (Fit. 7J I1IA 1401 WA WA WA WA22 A bs0iiS Y20CJ F1]0 (FiOQ 3pb YAts 700 ps Ta}b 470W WA NCb WA S4/b M24 NeJe :.13-Yh C.CI al 4O0hWA F]Mb WA WA WA ryi qA eyb OMb 1:?db FIGURE 1. MUM 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9. 1A*Jm 3. FIGJRE A. FIGUU9RE 7: F7 -1 ANGLE CLIP (FIGURES 5d8) MUST BE USED N -AIRS. (DP_) ANCHOR CAP. ANCHOR CAP w USF TIiIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED, CORRESI-ONDNG TO AN ACTUAL PRESSURE REWIRI M M FOR THE OPENING. WHEN TT IS LOWER THASI THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECT M1d11ON, R WILL YIELD A MNNIU N ANCHOR CAPACITY WHICH MAY BE USED TO OUM.IFY ADDITIONAL ANCHOR OPTIONS FMM THE ANC !OR CAPACITY TABLE. nlr..aA a,4r. -j 1.000' TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND 514tt I '1S fON 1NFCRIAA ITM ON LOADING, SEE SHEETS 21 FOR GENERAL INSTALLATION NtETHDDS. • • 00: •• • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPERIF WIDTIVoil p,LLMA& . : . •: • • 3) MULLON AND MULLION CLPS SHOWN ARE NOT TO SCALE FORg)%1!T DIy1410ySAE &V& 4.23.• DRILLED BE DRED IN THE FIELD DIMENSIONAL FOLLOWING DENSNAL RES TRICTIONS SHOWN ON SHEETS 21-23. F3G S a.0"r SUGGESTED, APPROXIMA'E HOLE LOCATIONS. 4) SUBSTRATES' CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS HO-.LOW AND GROUT-F, I CONCRETE BLOCK UNIT (U2MU) SHALL CONFORM TO ASTM C, % SIl�G BE ZrUATL W"IED YELLW1' • � f- 12.T SOUTHERN PINC WITH AN SG OF 0.56 ALUM4.U7M SHALL BE T AND A VINiM�yy��A Qi .12r AICL STVM • • • _( STUDS TO Re A MNIFI/UJN GRADE 33 AND .045- THICK (18 GAUG )S 7RAL I�1�TET_L jjOO BE T1-EAST Alf TH�C • •� AND AX AIL ANCHORS INTO METAL SHALL EXTEND AT LEAST•T SgtEW �4'iFAOS B�1T7H(O T$E MATEAWU a'RO t • • •12ANC►40RSWTO WOCOJ4AYBESTEEL, I"S.SOR-410S.S.- • •- - • • • • 000 -.. • • -•-1'XCX.W • MILLFow ••• • • • • ••• • • • • • • • • • • is • • • • • • • • • • • is• ••• • • • ••• • • PRODUCT RHVISED u e4t47.Ptyt•p eri•, tH- Flors" !4•Tdi•• Ced• "OA-" 17-0630.11 E-P61-6 •b•b 05r26=21 1t111t rr/I ' p No. 30705 .S10NA�L� �E A LY711{I(i�.l�u.e7a, P.E: R P.E * 59705 MIAbn C Tebb --- ---- _. Opm11110 Wlflh }b7 tc79CeA •parirtp pH m111or1<) a OP4nhV H♦pht IfA7 tvlmrtah4pe.+IV mm�) lr.//r••ap a0 to �04► rmw-rA R1. Nh /0hI /0F 120N IMIh mob I a 4 a 376 j Ah10� Tlb♦ Q/I lrOlp try LNb9 letlV tta R•Y•tpJ• tattrV h Ti.Tvi to tssq I 1,1114 ]4CriV.Y tAa•fp 7!•K111•• InAO 14tNr TOYTrIep .A•ip L-"V F'+••tP4• yty]OYi. 11tbrWMt T)dU{ri 1} a. R TYp/1rV, trio L� law•9 L.-dw Ir0'•/ Lm 6w IYb11141hill 11 IlA) Tm, i 020 IAJ tli tAJ 7N ],'" h 1h, III! �j , F4 hih, hiThili'm 11111 1 V bqr •• IA.O T00 110A 124 17U 4A 17" tN 1700 M I]4a 1R IAA SIS tA0 iif/ tAC a7t tA.W 12a0 1140 l2/ tA0 t4N /Mf f2t 17L0 /7Y IAA !Rf tA0 lNI 01 60J7J at IAA 7A IAA 1A.0 05C 1740 aN 1700 002 1703 on /A0 1133 tA_0 Nt 17L/ 12A IA0 an 170.0 1177 Mo r TA.O 1700 f?of •f0 IA0 Ifq IAA': KO tftJ ffi4 t7d0 r 174J 7Wd0 (70.0 Sq M tt IAA IAA M q6 IAa m 170A /OM IAO Nf 1760 iHf IAA 72] 1A.0 1US 17A0 747 IIaA 10/1 U0.0 /Stl 17pDi 1M IAA" >N I:AO Ittf 17UI Jia ns3 1•It 1A0 7N . tAO 4• 17U I1f/ LAW 7NtA0 Zn lAA N] TAO 17..03 IIMA.O0 Ik/i ITN iN.,O Nl 7..1 t70.0 /tt 120J IN /A0 INOlnITa6 NI• 72M 'M3 ft 0 745 fA0 IAO 10 1114 0 00 7 . iS MNtt tf06tc ,Kt q1A IAJ 10aAS Ia 701=OM A0 !N IR0 1302 170NO 7 1700 1W IM0 10H 7SL7 iSQ 174A 1076 H/,0 IW 17A0 1122 IMS IW IN.S 11N 100.7 iW 167J 1107 N.f i342 iSiJ /137 107,1 /a72 Hr.1 - a1J 1477 11df tIM 10.3IQ] 11f.0 i1N IA.O IA.O VA IOq IAA! l7fAr.:7 T00 /AO 110 tA.a 00 1A0 I]N 1A0 no/aU N72 IAA /0N /2/ 1172 70U�11N tlf,/ 14TJ IS"1170 C /Y.a 'soa iwe 10f] t10t 1aa 1]» I49 taq 11T.] 13]0 137J 1me tOaJ tax Ix.a iN1 MA the 1f70 1021 7S1 I7y Nat il.1 I7J1 IAA Ia/ 1».a /Na /N.4 tNf ttlt ttH la•f W 1t12 IIN t».7 Al f07 ItH t182 aU N/ 11H vy-5 "" f0 )aJ 11N pJ 0]S Kl /1N all 077 N.1 ItN a7 RS N11 10dt 0fa i11A riC 1134 14JJ r ttU ItM tA1 M tOlf 11>r ItfJ bf 127 t1N tOSI •1f taD tt7a Na m N.2 j N/ aN 70J 1134 K] NI SI.f Ii2a b2 to N N K1 7a fI'J fU K.i 7a2 W 7a2 f43 731 772 W ftl 731 na to n] 712 K.t w We 70] N.0 INI tt.t b YD W W aA ]aJ W a40 r n1 W 477 /a2 021 !i0 772 0@ O.a MA2611KI 007 41.a 7aa T 7a qJ ! Opp NJ 71a Kr7Np7[ /f4tNh Ol 90 52.1 510 O30 i 32f H.7 S/1 ».IH.a 6N 37J 4K 312 Stf 342 •Q ».f i SK >L Nt 3]] 0M 2d/ 4T2 f41 tll 4A4N112 N.! {n 3N XO 317 X.0 If0 a0 SSp aft In 2d0 SS! 31.3 U 457 2tdf a1 AM F 7C. 70.0 4a n.0 45 ]L ».b OS 2l,t Ita xJ 4n xJ 40i as an 71//.f Ida �0 Ile FIGURE 1: FIG.R:E 2: FIGURE 3: FIGURE 4: FIGURES. FIGURES. E. FIGURE S: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 60) MUST BE USED N PARS. nNn VAYAt:IIYAWUSTMFMTFORMULA ANCHOR CAr .�, r\ ( )x ►1uLLnNcnP.._._�'ANCHOR CAP „ USE THIS FORWAA TO OBTAIN T1-E 'ANCHOR CAPACITY REOUIRED• CORRE-SPO14DN0 TO AY ACTUAL PRESSURE REOUIRE/yENT FOR THG OPENING. WHEN IT 13 LOWER THAN THE MULLgN CAFACITY (FROM THE TABLE) OF THE SELECTED MLJ,LION IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANC ). O CAPACXTY TABLE -- 1.062' r•- TABLE NOTES: 1) SEE SHEET I FOR INSTRUCT-ONS ON USING THE TABLES AND SHEET 2! FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR NTERPOLATIQV BETWEEN MULL LENGTHS AND/OR OP[NM "TH9 Q A1LdvAetE • • • 3) a1U1LKA1 AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR F7(y L �1 S, • • 0 SHEETS 21-23. HOLES TO BE MI I ED IN THE FIELD FC=EMG OLMENSCJ�ALO•J RE$1� •a.ORT' • • SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED. APPROXIMA16 YDLE WWONS• • • • � • • • 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNrt (C7 U) $ M I CONFORM TO ASTM G20. NpOO SHALL BE PRESSURE -TREATED YELLOW 501lTHEtIN PINE WITH AN SG OF 0 55 ALLOJINU.0 SHALL BE '. 6063-TS AND BE A MINIMUM OF .125• TMLTL STEEL SPUDS TO BE A Iff rAA MADE 33 ANA A4S• • THICK (IS GAUGE). STRUCTURAL STEEL TO BE AT LEAST. T ALL µp.,•2 ARS• INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS B M T 10 Ir • � ,37� ANCHORS INTO WOOD MAY BE STEEL. .T&$_S.S.OR 410 SS. • • • • � � • •r.M�IION • • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • --+ I-W (--- 4.000• (� 373' • , x 1 "I T • MAUCK • PRODUCT REVISED .. �ond�r.• ..ra, nl. Frone• B•tld G•f. NOA Nc, 17-0630.11 !.s• Deb O2612-0- 21 ni'y * : No. 587M ' :r10NAL 0"" A T.NWMi kP.E. R P E.0 587M TABLE 8A WAon CV&dty Table -_-- --- y OP-hv wkm Oar VRSCAM90 r"vtM wMAA f) a Opmkq IUIpM ibr a�mrso4y-sprrin0 na1«s} or Im.. mr Der Ilpr wF /20b Iwr 1Nr Z7 Tj il Thi T-!11,11 I Fh 1i !IT t 23'a r�`anor >rwn+«e R.iap4t T"rf'F R+mW/ Tryrlrala. WiMayhYa hy7Afap laeetw✓ Tna'nf.na tDa. Tl.arrlrnt Tr'ern•Ir Th- 1-01-0. neme,pW 7tefrtlnq. ltit' a loarD la{anf lw•tt tr6p tssy W'i La/atK Lmq toia SaarTH, a LottAn/ Lamy taD•• taAq fraart ta13• LMt Iadly1.1 _ f70.1 i{7 IA.O 'lJ tAD tAD IAAl0a/NJ lfi1 li.l 1673 Df1 MA %J {6.3 Nw Ea eta i14i 1031 f0] fb 7.'2 DaD 31! {a3 33f ]3f 17CJ 1700 f70D IDIJ ita] HJ N/ Di.! N.I 32A 30.1 tat fiHtA0 /% Me ft1 aN W W N7 31t 3W I" 137] 11 f./ H.f 7A2 TL3 {7.1 ]Dt 772 a2s,1 10f1 170.0 fM IM0 11N 170.a 7D 1A0 t31[ 717 1670 1{N 73/ ti3 1{Df 1mI I- /IY Mc 1A0 no 11D.1m.elsr 7N 177A W Ir iMJOIn 111.1 e21 Yt 741 M.D fi O E fD.2 !tls0 X: !]e Ile >• O O Win Ait Ter Nln 96. IOr 111r t)ae IAe 1e7.' 111: fOl, NJ %.3 i.1 )Sf /t7im.0 IDD a0 737 DDI 777 ftf "1 3N SJt IA.O 1100 IAJ INN :taA INw N.0 /.f i0 >St t12 iH 7U /N eN a0 W U7 {Ol ID it Ill{ I'm /001 /Sl t01 7}T W elf 4% 3N =1 1A.t 110./ IN.9 t31J f01.] DA3 A.D N.1 41.0 2d4 Al 7% elf em 7N A/ 9pe e77 MI 3" 713 7S 1A.0 1777 1i.0 1'N 1301 1tl1 1M.1 /17 Nw a 00.4 R2 a13 DN I1D pf 334 1 43 1 DJ 3M 21.p ]N IOA fi 143,E W 121.f 717 fiw /ta 7a7 DN 70.D eN N1 131 314 3N 22.2 3tt Al IW 123t 1.7 a2J A3 a1J U2 ]aJ 3a2 2i2 /9w t1N IWl N7 AN A2 tM f13 Ip] 7ae 7Y I'MS /Nl 1323 /1L %.t A] M.e .ae 33.e 71: 1rt3 a7 P.f 037 R7 tap fN W {i 371 3/{ 1N /IRA 111.1 1.1 rit %./ %7 f0.f a.0 273 MI 17,f 1St 1'% tOsf Ara. DD7 eN 7Lf 722 A" Nf a, Nt ]7.4 1a3 Y{ age Ya 33f IL1 NO NI on 7N DU S70 s!3DN u2 374 30a NO IM313M f17 Ilm Dal Nei fta fy fd �F2 Tw {M aA 19 TSJ 3N /700 11{.D :1A2 IOaO A� %3 a.t ZrJ IDJ fm IN @ 7N [ -"I tS 4a.0 N./ W 3e.1 413 a.! 39D It >h 137t IfN t051 037 eG r17 W Dtf IS] 110A /4.f 11f.1 NJ M./ N7 514 Sa.f N.] 1NA N1 H.7 ROD N.! W 40 T4 4] m {0l !ts 3L3 337 31J ID7 row NO 17.0 f{at%kI176e 137t I}N 1.11 D6] 101 77J etl Ie3 73 231 aJ 2N 331 1D0 /fJ se 11A 1N t33r Z7A 7f0 2N-11i{ ie] 19 7fA Lf xt 7M Im t 1 I. fe_I ta/ n3 IN TABLE SB R pW11e Anchor L7p FDtlerl/a � h ONK•le ~^ 3A CYK_ flCfb UluI ShP fta =- FLa1S1V ke4GW PT {tlp lf{a Wxd nz slml •ed at3 slr Stir tx0taatm ur FS'allaara suElo V•am4 Y16 Ll. -- - Lraln Vr Et.tn-- wss Dc OsaICe I19 r 2•vT f' 2-K A�KN4•t A�rr fs.e. tQtl 9nw R7CI fC,3. t� St7r r 2-v7 1' 2 V1 r 31T T a1s afr 0.17r f5lEeowa/ 2Arcbao/7P l/a1OC.7 tWltbfa CMsq COD Fi¢17 1-4W /.3•r rob 1120b 1Y1• 1.9r alpm NO4 7-1-tN- 76117N Vow :-Vr MIN' •-Vf bty' 4-W 7 t.'3a• 1;'P rp {Aatlt�(♦t,M-Itrl OC 7fDr1d110 NY Cl>I{lI CJb R437 rob A6b tliA WA 147 Mm 351b 77p4 JT{m f%M MISb %Fb {42m s604 . A1KNn,3'Nk. O.C.I p}2SArp.nM7 � 767b b MC. v5w !IM 1as SD7 a1 hM SDII rLt VA WA aSm aCb 111Db I Atclaa p o 1S ww. o.c 7:3c7a IIKa uc Arnl Aii 4 _ NA tvA N1M wA a3 MCI a /b hM 7SC c 7{fm &Wm feNb Ohre Mb t17Db 1 AA:M79� +� 1mW (rob atlm 304 $rt Mpb NM Iw MM Iwt t12b 133m Ann Nat wA M7A '43" 1TIb lom NM wA 1 fuA 9Cm N7m WA S31 be ww 4134 1.N from hA 2214 t4b m away 2AfKaps .1S"A 0C7F MUTE: FOR THE OFFSE- CLIP. USE7-F TC4LUF ANC34rM PATTERN AM7 eNr•S v.I I u-r .r ,,.....�...........,. t:A NM wA la %im astb Nab FIGL RE I: FIGURE 2: FIGURE ANGLE • • • • CUP MUST BE USED IN PARS, FIGURE 4: FIGURE Y FIGURE 6: I [E] ANCHOR CJ1PACfTY ADJUSTs1ENT FORMULIL [,DP_)X/..�,,,,,ANCHOR CAP_ HUS FORMULA TO OBTAIN TICCITY REOLUZED' CORFW-SPObWG TO AN AL PRESSURE REGUIREMEN T FOR THE ING, WHEN IT IS LOWER TI-" TIE /AULLXXNC (FROM T.•E TABLE) C>c THE 39_ECTFD ON'. IT WILL YIELD AMINIMUM ANCHOR CITY WINCH MAY BE USER; TO OUALIFY IONAL ANCHOR OPTIONS FROM THE OR CAPACITY TABLE. TABLE NOTES: r-1.250'-•+ 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES NNO SHEET 23 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION MFTHOCS 2) LINEAR INTERPOLATION BETWEEN M•JLL LENGTHS ANDOR OPENeftr"gALq-tL • • • • 3) MULLION AND MUL-JO4 CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIM61VIW,% • • • • • 3.IW SHEETS 11-23. HOLES TO BE DRILLED 01 THE FIELD FOLLOWNG OIM1IENS*NAL RESTRYj S • • SHDI N ON SHEETS 21-23. FIGURES SHOW SUGGESM, APPR0X"-*HOLEi:GWTIONS • • • 4) SUBSTRATES: CONCRETE SMALL CONFORM TO AC130/ SF'ECIFlCATIONwS. HOLLOW AND • • • 26S GROUT-FB1F.D CONCRETE F3lOCtl VNR LpAU) SHALL CONFORM TO ASIM C-00. WOOD SHALL BEPRESSURE-TREATED YELLOW SOUfIERN PINE WITH AN SO OFa0.56 INUJ SHA4 BE 806315 AND BE A MINIMUM OF .123• THICK STEEL STUDS TO BF•AI-t•,AAOE AAn • • • L • i .046' THIC7L )1B GAUGE). STRUCTURAL STE3 TO BE A7 LEAST .1 O A3B • • • zDlw a•N' y.zab-nsuNON ANCHORS INTO METAL !HALL EXTEND AT LEAST 3 SCREW TH RF�S BEYOWD THT•MA • • �' •:•' uRedA1J0!1) • N70 d a/2 ANCHORS INTO LA000 MAY BE STEEL• I" S.S. OR 4lf•S.5• • • • • - • - - _• • _ ••• • • • • ••• • • • • • • • • • • •• •• • • • ••• • • • ••• • • • •• •• • • PRODUCT REVISED of oMnP= Mtll M" FbAda su;= Ca NON,No, 17-0610.11 61pNatlon Dote 021 By _ t.11�11 u17 I-ICENsf •'.Y� No 587C5 AL A, LYNlY IdfFL1 R`P:E. 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Ire. �•_ 3 a = _ i cs i !� ifi 3 id f31 iTUI[ F$ 3 $dd t 3e _ 2$ S £lwl }aga 3e is E i8 1 3a $ tL i i i 3fi 3fi fE i ie 421 INC a INA 4x INA No Inn 4N Into IM Iran we me off JN,O fe t?$I ttta Ims fit tN0 nat 1782 tot lNo uM IN, Sr Ira mf 1N-0 at INN ifa :Aa of 41 a+ tA0 7tt Inc Sx Im 60 1n.0 {M mo fn mo q0 INA t,a tN0 R1 1n1 an INA m INA vv 17" we the t7aD iN.O ftr xa7 all IMo eta 41J tfN IN m S4,61a 1700: t4 Ina fg 110 M 1120 431 In.@ too 170J amt 1N0 rD t7tt us Inc Tat tm_. t an I7et m tA.1 tM 1N.e )R 162f •7) 1N.0 799 ta.{ lm tNf 1 7M NIn MC Tu 1Na f12 Ina K4 1A0 in Ina It" 170.1 71A INA 1Nn em ^.0.t fa.74 ImA In ma 14% 110) p tKa 17R 1N0 W tx,l 1751 INJ ■1 ln.f 1tR 1701 Mt RM tAD� Iit tAa Ni TILT 17q tT11� If) ina tx1 17aD 1N TNA sw 'it,f t5t1 t)gt ff0 u30 ton 1l0) 7]] TINT tttt iN/ fe0 N34 aStl 'AI taq fJ ton tNJ tOt] a]tn i7Do L10 1N0 145 IN0 111{ INJ' M 1AJ 1312 171J 1R 1703 Im Ia2 urn 1.04 ttn n3J 13M IN7 an iM.a nA tYf lan •J tra !}f) IIN N.7 t7N 1R3 VA g-ife lA0 tx tNa Tao iN0 110 TND f4 iDLi tell 17U 1401 1R1 1013 t711 041 14).1 I00o 1M.! t2• 1)/J 111 fp/ Qa/ 1A4 on n1 1xa t2i1 Re R_t 171a '2fA aN S72.�1p.0 tM iND 17f 1)10 1Mf 1R2j lII t/f.1 11U Ili". f7f ili.t If/ !12 •4! iQ,7 N1 of ipi• lt2r Q 1D.! 104 !U 6 81 iC4! 113 170 atA tON al.t 121 N,-n W.) M/ 14i at2 Itif Mt Ise Lac 101f !rJ Ml Ix nif NII At t/C.D m /il Mi 9l_t of !1A Ht mJ N7 +J.S MI T7J )M fin I MI 740 71T a1.a f11 RJ 7f/i32.a ti 19f Tao I10■ 04 11a1 JP 137 !La 74 713 H31 111 7x RI IM AJ rt 15.0 Ift ill 707 R.t bl A9 N1 IU 1M R.I11111 70+n x4 X!N MJ 971 R./ >m 71.1 A/ 743 M aft f71 ifJ 67$ i17 IN Sa.2 47.f SR 477 fTi 52f $50 a37 ail ma Mt x1 01 43-1 6 317 171 J11 q1 7Lf Cl l/.f i7f NJ f8 72J 927 101 IN ft4 ' Su sea im f14 + An aU Sf0 f02 7f3 foe 4.4 414 ]x xa Hf f)t 4R D.( 27.1 4e x1 D.! S70 x7 477 2JJ 5% ]tJ su a.l 'AO 2f.1 ail N.7 40 RJ 41 11A aN 41 4v xf Ifa 77.M )i.t AR R! 1@ 276 16a 237 A/ 4R a5 nJ aR 7t2 TD off 4R its 7n ISI Ml A// z Jai u1 a3 79 n1 MI )l23f u1 311 w 2s4 u1 IIJ 7N 22f Mt 7aa L2 Ill 411 11A m •a u1 IfJ ]ta xj "1 771x] wM )N x.l xa N.! >70 21a; 7A 25A Tn 2L237 77o Z)I 3M MI Ire 11J 375 1f1 In 1l.b fll x.t ]n 1t7 1u - - - 17.3 7f2 t7.e i 2x 161 262 15.2 p1 I o-- leta2' � w sto tint;- _ t--- Ya B7017natan I" �s I fnQ EJm t•Rot I Yl fy •UfAi� I wAppeO•Y I Y4aeart Arldtau 6D Palbrtle f as s1Ar Scar F'1 runaavl-n: (DP ) X ( ANCHOR CAP„�,-) .ANCHOR CAP- MUIUON CAP--- USE THIS FOFLMULA TO 06TAN THE 'ANCHOR CAPACITY RFOUIRED• CORRESFVNDWG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN TT IS LOWER THAN THE MUU"4 CAPACITY (FROM THE TABLE) OF THE S[IECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2 TABLE NOTES' 1) SEE SHEET i FOR I.NSTRUiTtO1f5 ON USING THE TABLES ANO SHEET 25 FOR VEpRh1ATpN "' t 230- ON LOADING. 3U SHEETS 2� F OR GENERAL INSTALLATION METHODS,2) LINEAR INTERPOLATIIN! BETWEEN MULL LENGTHS ANDIOR OPBl ING WIOTHII 4 Ak"W" • •• FIGURE 3' A MDSHOVN L • • • • • 3) MULLION AND MULL/0FJ CLJaS SHODYATi ARE NOi TO SCALE FOR EXACT Da86f51pff3, 5; • • • • • •ANGLE SHfEET321.23- HOLES TO SE DRf I N THE FIELD FOLLOWING D6BJSIOHAL TRIC�IA�)5 • �2`� • • • •tP 2 SHEETS 2/-23- FIGURES SHHOW SUGGESTED. APPRO)(OMTE Hi� TIi1i3• • • • • : • ff25V @£ USEO PAIRS4)SUBSTRATES- CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-fLLEDCONCRETEStOCKUNIT(CMU)SHVLLLCONfORN TOASTM C.9oWOODSHALL ••IN FIGURE • ' • 4: FIGURE 5: • FIGURE 6. • BE PRESSUFt •TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMNUM SHALL13E OF,tO0' THICK STEEL STUDS TO BEA MN11DL�f GRMIR36 AND • .OAS' THr-K (18 GAUGE) STRUCTURAL STM TO BEAT LEAST 12S THX1t AIbA36-}LL • • ANCHORS N 10 METAL SHALL E)tTIEND AT LEAST 3 SCREW THREADS THE flIATERJAL- • •7U S 912 ANCHORS INTO W000 MAYBE STEEL I" SS OR 41D 3.8, • • • • • • • • @2da606345ANT)RFAMINIMUM / �1 •I • • • • • 12• X 32T X .•it' • • • t 23- X 32S X J24• • MA," FOR • An UU 0000 FOR FOL040JLLED LNT'3 • F•CTORY•MUL.LED UNITS ••• • • • • ••• • • • • A. • • • • • A. • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED all a:Om•t] ___With the FLOf/Qi MOA-Na 17-0630.11 miPlardiat patr05126r2021 * NO.58705 f" NAL ENIt�• Y�ititle I it l lA A. LYNN AAILLER. P.E. FL P.E.058705 ies22U g O W J z w � m z a ? J K C Q W Z ]OLLI i u ¢ ~ N h PRODUCT REVISED P -ith w ►Iona. NOAaI 17-0630.11 llVi-s— Dab DS/7A/w". TAME NOTES I) SEE SHEET 1 FOR MnU CTXM ON U,41N0 THE TAaLES AND SHEET 25 FOR INf'ORMA710N ON LOApNC. SEE S�f TS 2.4 FOR GENERAL INSTALLATION NM-,NOM 2 LINEAR INTERPOLATION i R'>OLATION BETWEENMW.t9JGTHS M1G10R OPFli1NC�VV� �iW�� • ! j l 4 l l l l l l/// / • • • • • S) MULLION AND MULLION CUP$ SHOWN AA[ NOT TO SGLE FORT p • • SHEETS • • J • • s �• a )_ .•' CFjy ; .. V, 21-23, HOLES TO BE DRILLED n THE Fie D FCLLOW1G a • • • • • ' �� y SHOWN ON SHEETS 21-23. F*L4UZ SHDW SUGGESTED. �{pLE&V4TION% • • • • • • • +` = 1k : HO. `�TOS •'. P �_ 4) SLffiS/RAI ES. CONGY7tTE SHALL CAIIFORN 70 AG JOt SPFPK:1ITIDNS. HOLLOWAND GROUT-F7..LFp CONCRETE BLOCK UMT (CMll) SHALL COf•FORM TV ASiTI G90. VtOOC SHALL RF PR=SSI.IRF-TREATED YEI 1 OW $pUTHE,RN PkNE r AN 50 R_� KUMWUN _ . I'j�'��{(y,(� # _ _ 1j // SHALL BE BO&1T5 AND BE A MN•AUM OF .190' THCK STEEL STUDS ro 8E 33 aA. • • • D45 TF6C A GAUGE). STRUCTURAL STEI3 TO BE AT LEAST • _g24- 5771� ��X, •. A, E • Al �lCs ' .1 �i_.'"• ANCHORS INTO METAL SHALL EXTEND AT LEAST S satFW • • TEf34^L- •.1-..•Y.. -_j • • • • ..<ORIC,' '/ �ONAI • N'IC d M2 ANCHORS INTO WOOD MAYBE STEEL, 168 SS. OR 41c`.S • • • - • • • • • • i �'' / • -_ • •- • • • • • V25's 3.9• X A24• • u!•LIDN I 1 LYNN N[LLER P.E. Fi P E-M W705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A U.N-Capacity Table pbsfitiI Op•ollg WkIth (W w{La{)-pArtinp If\fOf W) « Da«+►ta HMafI! (*7r b7^mnr9t^+Pw+na ryorr) !Ob qb Mb µb qb Imb I2Db I{On 100b 2xax.2{ 11 V+a�IY I. nirllra. L-&v IYQ•w Laf{q ns?� IAe•W Ra�W+ Iai•0 7tyt)Ileta Liu9f• ft--v- L•i•I T� term yswo" L-kc nwftkm, Lf•Lp R�sb,➢A•, L-I'm T�w*�a tssv I+e VAIN LD.•• T`wM Lndy f►+ La•OW 160nbm gWlir.paw Lexo9lp lnda TMlyr�{.t► tad• AMev T.In s Ij 11 I i 11 Iv 1 I 11 24 11 241 if 11111 1 Tm j I I 1 if I I 'I 1 i 4. 111 'A IF 1 Qh 1701 52A iT.O a35 tAA 7N 17C8 QI 170A 8! 1704 106 1700 W tA.O Sip 170.0 11W 170.0r IA.O 12t0 170.0 SA 1A0 1480 IAA 321 tA.B Ilxi 1A.] ffi1 Inli fall 1700 =I •b 170.3 7W I70.0 SN IAA i00 IMO 0{{ AAA •22 IA.O 00 tA.O 1733 IA./ O.1 t700 1Z73 iTOD 8t IA.O 31U2Sb 17" 747 1]OA !lq tAA 8/O IA8 637 /70A LOIN InA {N 170.0 1tf{ I71. 7a IAA ti �Imb IAO iµ{ iJOp 7Ti /7C0 1Tq 170D 7Y IA0 S0 1790 7f6A0Nb 1703 797 17" 612 170A1 IN 1706 Mt I70A 1f% Ina 1Sa ino rM f70 t10 1700 Ia3A 170-0 1*4 170.0 - IKD Tst3 170A W1 tA.0�27J1 IWO Wl 1.0 75W 1110 ■i qb 170J D93 tN0 711 IAa� 100 77C0 7R Inc Tlq IAD f>d ITL.O 1M7 IW.O ➢i{ 17" ISO{ I]OJ IN t70A 17N 170.0 100 IXO 2125 IAD IGW IT0.0 i{7f tA.D it] 10D.8 Z{q 1700 q0 Ob 17•.) 9]0 1)9.0 H; tAAf tti• iki.0 Wi 1JBA 1342 1160 M 179.0 IN +A.II lOtf TV tq] IA.i tA70 IAA /9f 173J t1II 17G0 a3/ Fill 11W 160.7 ]Sit 'AA 1f71 /KD 7357 fA0 lt7t r„ T♦C� 06b 170J M t20A JOf tA.O 1I00 77C-0 OW 170.0 1]N 1]0.0 tOm 1)40 t:SO 170,0 101t 'no 1)p f710 tt{{ 770A 1M fA0 12+0 f7(:0 Zia 1]OD t2T5 )il.f 211) 1A.0 11010 1.II9 3i.77 tA.O of J Ri /TA iW 17a.0 G7 tA0 7773 IRO 104 IRO tw IA.O 1t20 7)00 'm I710 lAA iTO.p ifl) 170.0 Nie 170.8 Zla i7L0 t]f7 tad S:N 170.D NM T]1A ZtN tb_0 tSi➢ t00J 21µ 170A 1571 Mb 170.9 1122 t70A' g7 7AA11744 1740 I= 1711A /5A ILO t1.'i Ime 17N Mo 1372 NA1 tit 'mi "M 1WA 1w 1]{-0 IOW ffi• ttlt W1A iN0 tOD.t If90 }01-8 iSb @9 LULL iD27 t821 IS in 1702 1151 178C 407 tAJ+ 1361 1R0 11N 17OA toff 17" i250 tA.O lk2 170.0 7>• t@] t]67 .A,• ta7a 177.1 til tdt t5t Iu5 lag' H7J 14" W2 IW1 tLA saw 83.f 18// O/A 1a6A qb I70_3 fSW Inc ttN 10.1 13M I9.0 t2fi IV-$ 13" Mo 119/ 7f1J 13W t21_3 11:1 f9.1 tw :761 r@ W.S t]W /01A 1:a7 N5 Uft WJ 1122 O./ 17q $7I 1qi wia 1]W 70.D t001 No I17/ 112f 1513 H8t I2Lf 1229 12)J TAP 1�.) t22/ 1112 f0fi $ 178 WA toH et./ 122D $$A 1fa ril 1221 @4 Io{ {74 t22f 717 w $1 tz» D39 f7J K1 122! @I {{7 iMh -107,1 m :xis 9-7 W.3 Ol 91D tlA 81.1 8Q 74A S71 r2 *w" 0{.7 Pt 8a4 837 571 Lll 7/A 8a d1.{ !71 ;63 0tS U.1 fT K6 111b 9S4 st9 r)11 9i2 A.0 7M A.L Al "0 ( M 324 •71 40/ 771 9/1 60.1 sli 10.f KO t. to @p 7µ 93,0 Fu 307 'µ p,7 118 Sl/ 77t yT 9}f µA MJ 31.1 91f {l2 7Q LA 91f ]71 77Z I10b 70.3 7W 74.i ]le 429 7M 04.5 7W S]J 71t SO -A M 472 h6 48.4 M6 4tJ 7W µ4 {7J 9.7 7M 406 M 313 7{6 )t.8 Pia $0 ]tl 31.0 ! Nf 2i{ 7W 284 631 2J.3 fY ]a] 4W N_I NO M] Q9 T.{ 6N 221 a7a tf7 SM 1➢J M4 130 M 17.2 430 131 M is 41/ ftAti•a! 2.A LbweW _it Hreer Oyu Isµ CAfl MtbW - Andf•rCOp P••im• AmbTwo YtG BtOIJww Vl CAo U01i1en Vagp SnP [ke tNi9tn vl CAiURxeex Vl d1t SWBt• U UEic0 •gelli• /li Srl ♦9sw type 7weob ULwm Agow(l v SaVx (176 k-fGal a- fC]) O31•Ce IM 1• } 1' 2-v1 NS r 2-t Y 2- 1• Yf 7 >V•• t o Asr O.> ?! fd09IMf V HYI• 13f 1,Vr tJ! 7 1-W' 1.1r YII{• 1-ur ♦1A• I-v, t t.7,•• .dq .•lei 2ANIM 4 NAO ISt�a C•91Qp PI➢ I6$ Imp Nob ASOb tOb IIµ03 7Nr 1 2qb 10{b Iy 37.to f61b DNAb Ytb 4Qb AAf rM02Or Mh OC/leW0 o Qa4{I]Ip0'Ip 7qb 7qb mOb 14Odb tA3Ab WA Sqb NM ODS IM WA •SD IN 700b Axr- a 17t•Mb O C IOIalW11 of CI0e94 ft /6Sb 2xb 1P4{b WA NM IWb WA xrtl WA ®Qb O6Stl 1111b _4 4A6fb 0TMh O,CIf7j2d / q, 7qb 7 p 1 b / b DAO SOD WA --WA A50I>• WA )qr WA �b 19A 16Qtl I=ft e7r I3Stl 8mtl nqb/ Ilab /ARb♦Or•n O. Q1MbtAgtC"Iftal "nto t1Ab fo7Db bAOb 2Wb SfUt. WW IIOb 1127b 1]ar 2DSib 1tDlb 1D27b 11]l]b 3An b♦ 13rYM O.0 IUL�, tMi,I1T AiM 7F� yM fIN NM IA'A MM MA WA MIA WA yM WA NA NM WA 7] 64 loll 06PM37 O.0 /UC70. ifD.GS Ab• NM 1114 ND1 f1A3 xM WA WA _ NIA .� MIA IVA WA NM IVA WA 21 tl I 7NyrmDLee Wi O.Clfisp S}Ob ]AO ]1db 7{3b h2t. MM 2q to 3µb YW 4gtl WA ]Itb aQb 'JOb I SA'cll]D 171'Mb.O.CIfCI t untc. ....�........ aqb Sab ���_.. Apb _._. T]tl MIA WA 303b NM 3Wb NIA WA NM 51t r I - 6W tl -"^-- 00 b A an>•.In PA. f ERN Ahri MCKim VALVCJ AJ 1NE STANDARD Q.P, _ - O CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24 FIGURE 1: FIGURE 27 FIGURE 3: FIGURE 4: • ♦ U., • • • • FIGURE S: FIGURE 6 FIGURE 7: FIGURE B FIGURE a: FIGURE TO: ANGLE CLIP MUST BE USED W PA6i5. Ma.rrVn t.AYA{:1I T AMFU51 MEW FORD17LA MCHOR CAP.,, (0 1 x ` MUL CAP_„o,,,�, I ' ANCHOR CAP. _• USE THIS FORMULA TO OBTAIN THE •ANCHOR CAPACITY REQUlR D• CORRESPONDING TO AN ACTUAL PRESSURE REOULREMENT FOR THE OPENING. WHEN IT IS LOWER MAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIM LA I ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY Af]DITIONAI AN(•,H(M OPTIONS FROM THE ANCHOR CAPACITY TABLE: 2.001r 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR rJ-UR"K N )N L •OAUMiG•SE{bSriiET^,>♦2-:OFC • • • -T w, GENERAL INSTALLATION mm tow. • • • • • • • • • t • ...... ••• . 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AMIdOR OPENING WIDTHS IS ALLOt�+�1.Z • • • • • • • • 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SGNE FOR EXACT OMENSIONS• SEE SHEETS 21-23- HKXF3 TO BE DRILLED N � THE FIELD FOLLOWING DIMI-7.SIONAL RES RCTIONS SHOWN ON SHEETS 21 23, FIGURES SHOW SLI,GFSTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI 3D1 SPECEICATKM& HOLLOVAMi1fLiOtR FLLED CON4TETE •�pCK LINj • • • • • (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLCON SDUMEltN PNE riRH AN 53 0 5]. • • • • ` ALUMINUM SHtul BE 8063-TS AND SEA MW:WIAd .125 THICV- STEEL STUDS TO SE9U MF1ML% GRI®E 33 RNO DAP• THIGO(ia • • •2• x 4• x 2S MLULK31 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12T THICK AND A36. ALL ANCHORS rhg kTAL . S(TfM ATAAS93 SCREW • • _ • THREADS BEYOND THE- MATERIAL P10 6 012 ANCHORS tNTO WOOD MAY SE 6TE� 154 S.S. OR%0 S:S. • e • - • 0 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comPhrilp Wfth the rdlafw. 6tillObq C•i MOA►-Mo. 17.0630.11 lJwW-4J .I Date OS721b12021 'LIIII111// 7k :: NO. Sa705 o Lt 22 1 ;L MATE ONAL `E-l;•� A. LYN�+I%t�i�LER, P.F. FL P.E.O 58705 TABLE 13A altw•tl u TM]N OP -long WI0111 Oa 1•raralr•PMnty R,laab) w GP•^tiI H,Wic fl x b^z0'+•1Y1P•'*i+O Mae} Mh Mn A5t M•I M• 1mn R•vM1. Tl.nTlta+p ikt4rod• 7rtp/T0r• NM'Td4 wtbe0r TltO/LtMO R•i^WW 120. 140k iMk Idw 1A•A10 1M+o ta.•• t••`• n•MTIt•o. Lott•• 1•.d .A wniry.11•pT0•wt..s,a :A•dttg I•t•• Lebo Late• IwiW 11 c. a T�€aa�914�,�� *107170.0 1 ak I7aA •m IroA pe 170A 7N /x0 IA TiOD gea 170D sae 1AA W 1710 eta 1rn0 lie IAA121t roAIxJ 3 7a t700 s21 tA.O RHO tx0 SN iro0 aa2 1700 m 1,a0 1:3) 1709 e0i 17a0 t273 17" 777 ins 1700 1roD eM IA.Oj tan 1AA a10 1740 2�7 1ro0 Ma 30A0`Uk 17U 747 Trn0 5n -;1 -2 IAA 00 iris nl TA.O TOM Ind W tA.O /Ye /n0 7n I710 17M%1471,V mo I.W IAO 7Y Ixo 1703 TAD 7fA lx-0i 901 tAA 2! 17QA n01 1roC 750 yak IAA 7n IMA lAA ax Ins Dot /A0 Nils IAA /A tx0 ISl'J IA.O a© 1700 1a31 1A.0 ISM 17J.0 070 Ixo lata 170A M, I- 00k 1xA MS 17aA x1 IA.o /03 1x.0 7W /A/ 1210 IAA gTa 1A.01 V17 170.0 W IT00 IiMIA.O ITI IA.O im] Ixo 7In 170.0 1003 170_C n9, 21.1 100-0 MI 1 00.0 2550 17tLC Mt ok IAA n0 1ro0 Taa 1A.0 lice 1A0 SS lro/ 13@ ;AA at0 1?0C 1.M trio lots Urns 76A lA0 IaM tA0 Sin tx0 Ins 170A 2nO 1700 1083 as In 1AD aT/ 1roC 7r /A.0 11M 7x.0 am 1rn] ISM 17aD la¢ iro.i tssa tA• logo t740 1711 fA.O loll 1700 ,x0 22n tAD :,M . n03 1AA itrt tmo 20/5 1T0.0 111, 72k 170D 700J AOA 1210 tn0 233a 170.0 1zn tAA� ZT tA0 tam /70.0 H17 Irnp lieu 00 170.01 I273 IAA 1llCa Iro0 tIM ins It2a 170.0 1700 Inc 1221 iro0 701] 1ro.0 2125 Ixo 1397 170a 2510 IroA 1Ma Ain t7•D fin 1roA m 1AA 13M 17" logo 1704 107a t71A t7Ca fA.0 171E iris tin 1rn0 20" IA.O� n73 1n.0 iS20 f%0 31sa 17aA 1537 70h ,AD ItSt 1700 aA IAO Im Ixo ills 1700 1e11 1AA 1250 /A.0 it/2 1A.0- 1A.0 nU In0 1503 17" nQ troA Ica 17DA t04 170.035M tn0 fM i3M 170.0 2D72 1fa,0 23G 173.0 1SM Inl Ve In- i7W 1AA 17U Tro0 SM3 f700 17M ask t70A ing fAA I/N tAA TSM t)a• t1Ta fAa Ia5• 'MA MOa 1A0 V25 1700 1S" 170.0 23ot 1TQa 1Tn Ix.O iM0 IAO lots Ins 31M Me STOD 1117 Inc n>2 I'A.0 17C3 iris tl3t txa tot] IAl ten 1? A 2b7 iris 1A1 170D 25M IJN 932 fA.O �]] 1no Can wa NM 17U t7AG 21E 73]t IAA 727i /305 SIl3 Tro0 2731 1100 1A.o 1N7 1x.0 104 iris 2731 iroa ts70 /A.0 ISUO iris 207e ls'U 77♦} 170A 271 ,Ia.3 2781 101A 2A] 1nA Zfot 140A tat /MA MI 7•lD qp_0 a1M 150E 2oA1MM-. MC 1Mt 170.0j 103 Ixo 1700 1700 2na 1ro0 Ant 1A.0 2Q, IA.O 2110 131-S Ts ns n31 m'tta0 2tm111E 12gh Al:M70[15VroC rol ISM tA.O 2f23 /Ito /ego t51.a n72 ISOa /Dot 1351 r.52 I03.3 245 131L0 21]2 t111 as 113A IAII I '3.1 2130 ill 2a>Z 1003 ?D•1 1414 IOU 12&1 22s2 1271 *A 1 1,d77 alg /toe nA 27s2 M.1 tau IN •� tD taM M.3 15M 1M1 IQ5 q1 15M ot.3 /101 lag 13M M7 ISp eaA i5M Mi U73 Qa ISM CJ 13fe 32.1 13% ABI F 1'Ui so.* I37p N.7 IS01 MA 13.5 it 1sM N.1 77A1 S,bptic x7k; 0.ctGw VS.A fo1c.N 11y.• F1. Cwu vbw A•t)p 77K An4orC�P••ee• Y1C Eb LtTee00 1N•Bce l✓d001 S'1e•Eb titsm YIP Er IAtaoOt iN'mt l.Rtem �`Nm YtC rw• wYOM nt p•• It2ptwt •12 alli• EaOr OYr1e•1AC t• ]-f7 r 2.17 11C t' 2-14 Aoo�-.,1. swoon AaP.G•ti. Srww R:A A-=1 Sa-'w E•bwettrt I.3:r i-SV' " i.W i-W 2 I 'I', 1' }1/j• T 3-YF r OaC 055- I32r 2 AmaartA�)S 1a71 O.CIa1MkYdv Did C,k 0ie.1A21'. 390b ISO gosh i -:A' F/N' 1.1I1• 1-ur 1-1/� r TST tilt •ry 1 Arlebt a M'Nh 0,111 Eft•tttd iprC•w0Ci 0'.o.M TMb :Roth loth t10pr t•OY 17Mb tour ag•g• ]T-]b 1N b 3tOr 210b 9gOb 4b 1pb :tl4 Slap t1gOb TMr b 1]72b tilib 1a.b ]tl4 Mtb Nth SMb as-" I19b aN-01.7r Yh O.G /it••••k!C•••pq►r•4 1 Atnbt si't•n OG /Q1 a5 Attplt qa/F•57 g10b 1OaOo• 13Mb StXS. SNOB Slot b WA tN5 10Mb Na2b lYA WA tuA StOb 1M0•t tl•1 IIN OIOb SIOb tt]Ob 132D •a /DA WA WA WA t7tAb W1 MOB 7Mwt Is= 1M0b "Cob WA uti MOOT 176Cr 7/tY WA ilfDb •�77Mb WA 130 O12_b 17a3b 2013 b 1T10b 22Mb sa5b tt2ob 1770b 22M•• 2Mt b 11M b Mtn qMr e001b lots ISMb ztpC b wA eAtCbt s1iLo.cloBasAlytt>k.rFp.e1 12 Nes • IS Ita1. D.0 / Co al Aty. tbt / py 71 1 At1 '1m 01.N• A O.C. i •Cw Dap .#7 Ate• ffD OL WA eA.o.,. oO.M•t•t O.0 I LLCb, top.72B• AIM.O''o IN Ww Nu ILA NM rut 1" WA WA WA WA RYA 1yA ION tnp b I AntedtM4ea't•1 O,G FC4 yTt: 10[ ]/Cb WA WA WA WA WA WA INA WA tW 230, b I A11011•a /7t'a•1 O.GFOb�ltg AOb 130b a90b tlieb 77•b 2a0b lSlb lash SIIb , Ll3b •WA 038r NA ttlgb WA 3ttb N2b YOb NOT'- FOR THE OFFSET CLIP USE THE S Aft 70o Et I WSW Ulab WA RYA IAb WA MO aw aasb It7ab ANCHOR CAPALM A0.1USTuENT FORMtAA pp-) X (ANCHOR CAP ,�._.) . ANCHOR CAP. `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUR VENT FOR -HE OPENING. WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE} OF THE SHLC'ED MULLION. IT WILL YIELD A i.4N:MUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE MCHOR CAPACI IY TABLE 1-- 2OW--I SAME ANCHOR PATTEIZtJ AND AtvQ10R VALUES AS 7HE STANOAf>D CAP. .25G' - 1 TABI.F. NOTES' FIGLNtE 1 FIGU FF; 2: FIGURE 4 FIGURE 1. TIORA7E It Fx7ITRE 0' FIGURE 10 FIGUF%11: • • I) SEE SHEET 1 FOR INSTRUCTIONS 04 USING THE TABLES AFC SHEET 25 FOR -FORMATION ON LOADING. SEE FOR 2A FOR GENERAL INSTALLATION METHODS. • • • •• ••• • • • • • •• • ?) LINEAR INTERPOLATON BETWEEN MULL }1:MIoR mOPOHii •WI•ETN4� L5 ALAJ�LE, • . . 3) MULLION AND MULLION CLIPS SNOW), ARE NOT TO 4Z. • •'? tj$% HEEIS• B.O30' 1 • 2/ TS -21 HOLES TO BE OR• E0 IN THE FIELD FC)UOW*6D&,j4q C 1AL O� • FO URE 5. FIOUlEa RGLM T SNEE21.23. FIGURES SHOW LOCATIONS SUGGESTED, APPRO.1E HOLE. ANGLE [:] [:_] CLIP ES 4)StbSTRATES..^ONCRE7E SI'IALL CONFOHb.1 TO ACI>71 SPECFICATIONS. HOLLOW AND GROUT -FILLED n [:] (FCONCRETE �.M OHO. V+(7UU SHALL BE PRESSURE -TREATED MIL YELLOW SOUTHERN PINE WITH ANSO OF 055DM S ALL BE GCQ-TS Aft" A MNIMUU OF. 11F'USED IN T WpC. STEEL STUDS TO RE A MNIMUA GRApE j /1 •� t• T.NIG( (/8,Z�,,,A,l.��„'.,Ej. sTFR)CT1)RAR STl;•El •fo • PAM� BE AT.LEAST 123' THIO( AND A36. ALL ANCHORS {yT0 WE 4`� SH' LkIENID BAST • • --nIRE/105.BEYOND . THE MATERIAL $10 a #12 ANGHOj1SINTC &.ODD %, RE 3 1B�s• •4T0 p � r x� •._..-� _L•• _ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• a MA a;� Z _O J' cUJI 1-- PRODUCT REVISED as c•rwrlybg witk Eke FlwW e.tlalf Co6t NOA-N1 17-0630.11 ExPll-b" 0.1. 05/26l2021 ea �� * No. U705 •.� �(oz FSs.,t/'CORIDr G�n1`. A LYNN MILLER P.E. FL P.E4 SA705 TAW G l.A Mull.. OP°^t•a wMth rw %cAtalh-eona" r%Ala)-Op/nb"H ➢t(t. e+,'+IStro a) aFpulr Tgyy"M Fate. T'ap•Ttl�Y 1D� /eon 7m'T'IK Rstn4 I2r A 211'� taenc .Y• T-WMvyNr �OT t.dcy LAeary7 Laq,c :n..Dc La/al• lA.•ry �e wlr T-wTra nrr T�Wrw,a W.ol�w� 07- u Tv '64 MAI IT #Mr n if 11 1111,111 slaw Cn 1-1 9E +era — 1-2 a ,ae ne f010 e2e taa/ .14 10, eM ,x1 all !1 Sn •x, tl c %C ' 4a 101O 31J 1 N7 37D WO 40a 1a. t1m %4 !1, 12, .•J 1,. 317 GT sb ,a.+ 4t1 b1H6 37/ ,N, 4H Yt ei nDt .n Boa". 30,. Nn L y.s 7N 3/I - 71./ 10/ a1,0 .aD A.l 11e 417 DO a12 21. .D) ]@ e.e 1N N ] .>p TL/ eH .LD 4W M/ H. xD IOa 1e1 714 D07 IN 1M HI a12 eie 7tl a..f R3 3m ---L ➢,_0 DC, So e1.e He tlt 2e7 Ye I !31 71e I:7 J+/ 142 7M .) ]e, 21. a/ 362 37e 9.7 7S/ I07 230 42. 210 30.➢ D,e D33 73l IT.T ]71 �-e 23a a/ 2M 372 ]a7 273 25e 3/9f ]H 2AT Te ae ]. IIa ale 4Li ➢le 7.,7 D11 N.f ]./ Z,.2 a1l !, 2.! MI a. 23 2"— 23e.>O3 2a/-1 217f 7M 2e. .1 ITA 2M Ma IN1Ta.s u t4a i7Y 713 77e 173 let 2t3 Al fro lee 7MM3 II! te1 119 le) ,.e 213 a! >a /13 213 2?Z 161 ]7.1 t30 2Se 1S W. t7/ ae il1 x,21.6 tal ,} 17. f ,fl+ Un tot16 — 17.e 12e Il3 oa IL/ - to 'ABLE 148 ANCHOR CAPACTY ADJUSTMENT FORMULA: (D� )X : MLIILION C Y+...,r. / ANCHOR CAP., USC THIS FOIIMU.A TO OBTAIN THE -ANCHOR CAPACITY REOUIRfrY CORRFSPONDWG TO AN ACTUAL PRESSURE REOL➢REMENT FOR THE OPENING. WHEN IT IS LOWER THIN THE MULLION CAPACITY (FROM ME TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANOIOR CAPACITY WHOH MAY BE USED TO OUAL¢Y ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. ._. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2: FOR INFORMATION ON LOAD040. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I FIGURE t: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO+OR OPEATNG WIDTHS IS ALLOWABLE, r • • • • SCALE- FOR EXACT sSS AWN HOLEUS TO BE DR1ILLEDINTH E FIELD F�OLLOOWWING oIMEI LL R ' STRcnONSOWN S��T.IS 21?23 FIGURES SHOW SUGGESTED. App RCD(IMATE FOIE LOCATIONS ANGLE CLIP MUST BE USED N PAIRS. e) SUBSTRATES: CONCRETE SMALL CONFORM TO ACI 3D7 SPEGIFICATONB. HOLLOW A 4LLFp • CONCRETE BLOCK TINT (CATU) SHALL CONFORM TO ASTIR G90. WOOD SHALL a • r.12S 17 BE PRFi$EL,RETREAjEp. • • YELLOW SOUTHE.kN PINE WITH AN SG OF 0 S5 ALUMINUM SH•It.L RE 6006T5 AND RE A MNft" OF. 12S. • • • • THICK STEEL STUDS TO BE A MNRMI M GRADE 31 AND OtS THICK rya GAUGE). STRUCRIRAL, STIR I(OBE AT • IFAST .125' THICK AND A36. ALi AVC1gRS 2470 METAL SHALL EXTEND AT • • • • • 1 •l"X Z, ! X .l2S HALLON THE LEAST 3 SCRE7a THRf�S B!'YOIO • MATERIAL. ➢10 & et 2 ANCHORS IN TO WOOD MAY BE STEEL I" SS OR 410 S.S. • • .. • IS • • • (y!; Et;tx fLy Mtp11pN) • • r • • . . • • . IS IS . • . IS, • 0 60 • • •. • • • c • • • • • • • • • • • • • • • • •• •• • • ••• • • • • •. .• ••• • • 1 F PRODUCT REVISED ;c-- Mne v-"h Mm Fbd" NOA-fll � f- 17-0630.11 l,tplratl.a Dab Osl26,0`2fl 1 * : No. 587M .9 =�0. T& i3 Z. SS�0NAI EaG�`• A l"11sSl r6Z. FL P.E:a 58705 TARI F 1 SA OP•dlp Y8d91 Ow 1916ra97apv7*lp MUNIOrS) or Op•fths Holaat mr I77t- all-9p•Y9rta I3U90r•) SOr 9pb AF 90w 10 iMY twh t•Y tafY aoat0lw v.P711b•. Mws4M )lnvtnv+9 b TIIpIM••. III Tnw/iifrl{ i=1�M/w lYWldira TrWTiwt/ A ft, w wilind-v R-.ftm 336' 30 t'>••• w0ryo LaenO t..stLyap t�•t9y Ledv t-d-s to .g Lei•• LsfO La••pq :.r+0 . La••0 Iwa4 na m g Iv^Ynarr Tf�/IMr10 l..seo AL BAYMULL aLo.".EQ I•tl• gg TJ 11! QF /il0 on IMI 435 170.0 7N 1Af •79 1A0 M tA• WN 1730 912 1AS Stf Ima I'll 170S Si 1A.0 13q 1711 S21 IAO 149 1AJ $21 17QI 1735 1701 S21 /Ill 17/0 1A/ 'III NF iA1 r0f 170./ SN f70J a9 17a1 3N IA0 912 179A 00 170A Iln l7Ga Got1AD iZ7f 1)OJ Q7 170.0 1a17 170.0 M 1a22 ISZI 1A{ M flay 1522 IM0 1W 11 2 Y..7Z IMS M 50027b rn1 7/7 IAf a0 1A.0 M 1AD 531 1709 to" 17"1 .M 170.0 11% IAp 7D 170.f 13" 17a• I'll 1N.2 INJ 1/00 7S/ f)rl III] 1700 117] 1N] tT.O 776 t029 fa0 IAO 78a SIF fl0J '9T 170.1 02 170.0 M t7Q0 Sat 170e 11N iA0 731 LAD t773 1A0 aQ! tIQ1 Ili] /7C0 D37 INJ 179 1700 aa9 /30J 17S1 tA.a Mf IQI 133J 170.0 M 107 1JSa 1A0 M7 11F tAJ 1.6 1A0 701 1A.0 100 IAO 7W 197.1 t21f iA1 O9 tl,t 17]I i7Qp 9N /29.• 171/ W.{ 179 11a.9 1219 Out 221 $71 Ulf tK• f13 tlF f7R/ 1]0 - no IAA 1114 170.E IN tfOJ •tia INJ 9tl 12.. 111E 133.E f1a IGII 113E NIJ OI 1CS.1 ItoO IU2 01 t71S 1M.1 9/3 711 12H 14,1 N] Nit 170.• .iI 17•. m 1•LI ldN 101f 9.1 13D 'ON tK. .F 11aJ 1011 1311 f11 To,-,19I/ m. q M.1 10• 1H9 9a1 93. I]1 ll] 115E tON �.7 V1 MI tOla tl1 0..1 it)0 tON 1M.2 910 SS,7 Ip.l 11� iMf UO RF "A 600 1 N7,1 7M 117A M 174E 74 :WJ /90 11..9 )]1 K-9 ad 140 77t 7..] 9.0 N3.f 11S 7aa f/. .1D .ta Ai 1019 1001 911 nr till '90 nilM MI 790 IOla 09 9S,S m m] all )IJ me 7a Y7 aM T2 p !.3 f1• Aa M LID //. NA MJ of all at- )q :wf "3 W.9 710 ll7 931 MI 710 •!.l Qa LLD 7l0 RI a/9 S7,I 7f0 ft! 917 71F 116/ A 1 5 07 R3 7f0 9l1 W 79.1 7W $5.9 02 dS 70) 771 KM S7.S FW Poj 012 10.a 7-M 47 6W 47 7f9 MA O ]t.9 MF TL1 .lq na litl apt a0 R.f 41 a1,9 m SI.a - 4/ 1� {al ____- l7a 4) a0 NJ N llt f0 4D aQ AS SO ISO all a. ]IJ Ia0 aD 1 lap 00 S0D 516 3/A M2 Ifs Mk al.a M dt N7 4a N•t 31a a36 f21 19e Na 127 37.1 4• 30D 121 3La CIS 29.7 Na 312apXI _ sIa.I 3N fIl 17ia1]Di )LI X9 3M llf 3N 7/J 7W ]i11]e b.9 JH TL . 17a 1.1 1 31S 1 m) 38 320 3" 339 J]D Z75 ]70 sa ]ta N.0 JA ri] 3T0 7fI J7D 721 310 HS ])0 ZCa 11I9D)10 AX52W:3 11T tw./ a7 al) Zu 2N N1 Jl) ZLS 2.0 tf0 ]l1 1f• ZT la• ]1! t7• IN w I7D SID INJ Jf] rABLE 158 z.n cam... 1.].171e.. I11... c/w7 7'•r w, v7 v+to1 11rr ASUIOr Cap ►anmw Aap.Y Ytf ElWVf1..w tK 1'e.. ll•KOl � � Ys kb l...ecn 1M'D.c tAnOen WSII fool S71-m. WNEbe AO8wl1 n7SWI .17 {r./ ECD. O•ultw �! Alpl(;•p7 U. m Ap•eOlp Saw IGS) Seta. 1411 Sr rya? ltil Enwe•1•M at 1• 211? LSV' 134' r 7.1? 1-JV' 1.Vr 1W r r 1.i/7--ice 2.vr t•W F1K +-1K i rw' 7' 6W sVP f-vr t T o.IC TW- 03, O]x 7 AnWl•YMe.00/Q)yil Anye Ory)j7a, 17 1p. Db 19/M aSOb Bd It00b ZA •a 110IM 131Y 710b 310b TOOb wA I H21 •. 1)1 •. TZC.J. 9wlaa $41b 1.19• NZb rra Sq fx 1 AKlten ]S.7is nf.IPllls Anp.l;a l FNp 77 7t)ib 790b 190b MT/b 7SMa. i4b MOb 19Gb /9Ib a0b S A.d,w. 171' Mt. O C I (7)g 5 Atde Gel /Hip. JR tt20 bI IIM b I Ef b I NIN b I 7251 to YNI 1 W JM 1vA 1mO N. WA 1CJb /7Tp b 7L`a M72 b f]2) b idO M FIGURE 1• FIGURE 2 FIGURE 3 ANGLE CLIP (FIGURES 1.3) MUST BE USED N PAIRS. u.I I-AcrIT AOJUS71fiEMT FORMUVi IDP ) X ANCHOR GP._�„� s ANCHOR CAP.. MULLION C+1P..�„„ USE THIS FORMULA To ODTAIH THE *ANCHOR CAPACITY REOtnI tW CORRESPONDING TO AN ACTUAL PRESSURE RE.0VpFn4 HT FOR THE OPENING, WHEN IT IS t1LL LOWER THAN THE M1ON CAPACITY(FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO ouALiFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPAC7TYTABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR BNFORA{ATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METI- D , 2) LINEAR INTCRPOLATOfN BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE •• ••• • • V J) MILLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACTOWENSONS, SEE SHEETS 2� • • .1�-HOtFs 70 BE DRLLED Ne THE FIELD FOLLOWING OIMENSONAL RESTRICTIONS SHOWN ON SHEETS 21- • • • FIGJRES SHOW SUGGESTED, APPROXIMATE WLE LOCATIONS, • • •• • •• • e •a) SUBSTRATESCONCRETE SHALL CONFORM TO ACI 301 SPECFICATIONS, HOLLOW AND GROUT-cLL® 00 •e• •• •CONCRETE BLOCK U NIT iCMU) SLAALL CONFORM TC ASTV C-90, WOOD SHALL. BE PRESSURE-TREATEDYELLOW SOUTHERN PINE WITH AN SGOF 0.66 ALUMINUMSHALL 8E 606YT5AND BEA MN•/UM OF.125THKX STEEL STUDS TO SEA MWIIAUM GRADE 33 AND.045• THICK (1a LEAST.126' ; NICK AND A36. ALL ANCHORS INTO METAL SHALL EXTFAD AT LFJLST 3 SC`'• • THE MATERIAL 010 8 IM2 ANCHORS INTO WOOD MAY BE STEEL 1BB SS OR 410 S.S. •• to • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u PRODUCT REVI3ED Lcooly fnS wltl the ►Iprga Imnp Cod• NOA No. 17-0630.11 ex•Irw••Il Dab OV262W I •Y .�A.. FL P.Eat 58705 TABLE 16A MdwI1 Cwaft Tabb Opmea1•Width (1vWSaSyapWrwV rMlar•)aTOp••ing N«OM(10T IlormMsly-4mvirp om-m s) gin nn 791. Wb go too I. rpM 110b too 3.2P 44 ftMftQAw IAa•li TIdN•V, 1 lab• T1p70r• la•d00 WtlnPir L006• TMolti•¢ LAebO R"IRSIr lab• T41NTs•t0 lntltq R•Arssa L01dtt1 11a 11ina. LndrO RxWWa Uw t/ T100r1a Loewe %.bov0• lamp TiOiTMp. L-Z R•Ampdr 100b• Ttllrab% IA•b• WsrVif La6n9 BpfMrty. lab• DECL BATMuu }LAOdq . h fill 11 1 11 1 1 �7a �i 01. VMS 420 tAS Hal '710 74 170.0 e71 17a0 an 17a0 we Im0 so 171.0 Sig 17U 1'11 17aa S21 imA 17W ln.$ so ,70I llM ,MO w %MR 1735 Imo S21 ,0L1 Ion ImD 52, /6b IMS 7011 1A0 IIe so 17/.0 m0 tM0 I7a0 5M 00.1 On Im.0 CIO 00.0, 1113 174.0 1a1 1700 1275 1711 477 170A tall IMO 010 M7 RIM ,MA 06a 1n.3 I4V 170.0 000 t22A Isn IMO M0 W.12251. Imo 747 1700 111. 6M 031 IMI 164 In$ 90l 170.01 105 1700 729 I71Ls t3A5 riot 717 1A0 I,a INC 7Sa 1471 I= less 1Ms 7m if.l 1552 170A 790 110A te92 1/Y 170a 1703 755 111 5Hb Imt M 170.0 112 171-0 901 17W 00t im♦ 1110 1M0 M 1MO 1Ps 170.0 so fma ta3• Mt 07 IZI I-M 17a0 654 12L1 IMA AI 11a0 1e55 tm1 on 97D Wb 1M0' M) 1M6 Tat IM.0 sm 1m0 707 17" Im 1m0 V0 1W.1 13M lmo 14 130.7 1301 me 106 IM7 1300 IMS M7 1001 r" 17.: 902 00.0 1300 IWA 062 70D I 13M 1571 212 Win n,A# 00 /A0 7aS tft.. 111e 1700 1W ISMS 1247 ill0 aW 142.5 A%7 INS W 120.7 JUT MM 165 1M0 1267 tall Sw all t2q M2 IN 11.4 1247 176.7 ON 713 1 rW 1 I3&7 Me {, Mb 17as 974 Mo 70 170.6 tiesImo OW 14A 1too ISM MIS I=* 111* 147.0 a4 115.1 I'm t26.i 02s 1©A 11M lii MA 4 1190 ttt3 M 7.2 IIM 1t0.1 0n 00A 1100 I1L1 1 1n S 121. 101.11 %no 10.0 .11 1..7 11.0 RYA a!a is, "to W.2 w 101D• 10a it? a30 Ms me ,osa n1 0.0 Ilme M0 9W A.l mo WA M a.7 IMO VA Too WS 10t0 v7 m p To W, we 14s 702 1"'s K 1220 TIM nl 100 107.1 IM Me 905 SILT TO M3 ON $9.2 7H W7 we 223 >a 57A 1M la) n1 0.1 M 712 TV •2l1 1M 70.1 10 7010 12Z1 861 1315 7]i 1ms 011 1125 730 I Gas n1 n0 T21 Ts.a an 1" 711 1 70.4 Set 11.0 M3 US 01 MA M 514 101 0i 01 OA MI 645 075 30.7 Mt 637 077 Mb 12.7 W SSA 7e MO 010 721 50/ 35.1 s0 as 554 51.7 50 belt S4 4.0 54 W9 537 41.4 60 e70 sm 31.s 64 at5 HS 21.3 an 2L2 $IT 251 64 351 307 0s in M2 so m/ 509 M1 5M SLI 40 47 US51e a0t LZO ss e5A _ 40 37.9 501 H,. 4m 34.1 M 74.1 470 MI 5M 73A tla 21] 551 3M .2 21.37M 28.1 47 1004 efA 449 40 405 30.1 ew 412 >M 341 4I0 37 >n 2tS 40 31.7 307 2U /40 MD 312 211 40 20.1 3r 200 W 227 30 17.1 14 70.1 30 15D 1 14 IL9 356 '�.. 111b /6.1 429 430 SM 360 e25 371 SA 313 176 36 M VA 42S 29.1 SIT 24L5 425 25.2 202 2LI e25 2U 362 185 RS 20.7 350 1 158 425 IRS 3O 120b NA IM 365 1 "1 =1 31e Me 320 21L3 %, 25.1 371 21., 1d 2SA 317 IRA 31l 20.5 313 I75 14b 213 M3 3M.e SU 169 = ITA 230 TABLE 165 , LneMar /%n,t'W TMb IAI •d0>t0. 27A'.brMa iti Ota 11e0nv Getl 710e/0111 vT Y,tW aLs AlIC110R Psis AnsOr Y11' Ebe U1scm 1M' ESe 1111er �led �� 3nf l]ls U1110•t IH' E,00 110'0eN t7P SS Elks -.F -.) .2-17 T ^JL E� 3.1T 1A�e T. o.MY 6Pav (M) "Sw0=Me' 0W a32i' Eye 7.0t0 2) _ t• 2-IT 1' 1-,a• T r 1-YI E0•e N' I-w ,-31t 1.0ti- Im, r 1-w ,-w 1-w I +w I-1M• t-va• r I.Lr iO vna 2 AMb+o M1l O.G. 7 Cn hlAeyvaMtf•.17 300b M. Ntb 0004 tnow 270b SMb )Lima I ?w 1. 374b 720b 0ieb Ntb aOb w A MtJ, aA r 00A a C f 171T5Atp. nbelF•77 �750b 230b iWb }51000 2MUSb 510b no" WA I1120110 741a nob 11Cb 062b 615p 1t201• sA0de0 17fMwO.C.7(>)LSA WCWN Fs.3. 1120b 11201b 1 I61b 1 224:66 ZMSIR WA wr/ ?VA i lash WA 13Mb 1vA PM- 13274 IM IM, FIGURE 1: a FIGURE 2 FIGURE a ANGLE CUP (FIGURES 1-S) MUST BE USED IN PAIRS TABLE NOTES. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERH'OLATION BETWEEN MULL LENGTHS MOOR OPENING WDTHG IS ALLOWABLE ANCHOR CAPACTTY ADJUSTMENT FORMULA (DP_ )%(VAN ULLION CAP. �CHOR CAP.\_ANCHOR CAP, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACI IT REWAFIr CORRESPONDING TO AN ACTUAL PRESSUFIE RECUItEM04T FOR -DIE OPENING, WHEN f IS LOWER THAN THE ML UJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION IT WILL YIELD A MINIULU ANCHOR CAPACITY %HNC/ MAY DE USED TO QUALIFY ADDITIONAL ANCHOR 0PT70NS FROM THE ANCHOR CAPACITY TABLE /A 3) MULLION AND MJLLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT OIMEUNSIONS, SEE SHEETS 21.23 • • • • • • • • • • • •/ • HOLES TO BE DRILI. FO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 • ,125' • • • �°�:� r FIGURES SHOW SUGGESTED, APPROXIMATE HOLE tpCJLllOall. • • • • 1) SUBSTRATES: CONCRETE SHALL CONFORM 70 ACI 301 SPEffIC/iT1015. HOLLOW AVD GWOl1TtIl2.EU • • • • • • • • •/ • • • • CONCRETE BLOCK UNIT 1CUU) SHALL CONFORM TO ASTM G00, WOOD SWILL BE PRESSURETREATEU YELLOW SOUTHERN PINE WITH AN SG OF OAS. ALUMINUM SMALL BE 60SST5 AND BE A MNIMUM OF .124 • • 000 • • • • THICK S I EEL S ILIDS TO BE A MlF4MI1M GRADE 33 AND .0A5' THICK (15 GAUGE). STRUCTURAL STEEL TO BE 4T / LCA.ST .725' T) IK2(AND A36. ALL A1NdiORS INTO METAL SHALL EDtTIIJD AT LEAST 3 SCREW THREADS BEYOND A5• BAY THE MATERIAL of 0 a XI; ANCHKMS INTO WOOD MAY I E STEEL, I" SS OR a10 S S. • • : • N ; • �,//• • • • • • • • • • • • •• • • • • • • • • • 000 IS IS IS ••• • • • • ••• • • • • • • • • • • • • IS • • • • • IS • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED aw w•lp�i w 76 t0M f1Mr"• NOA-N•. 17-630.11 Eapl7aei•• WbOS/26/2021 NO. SB705 TIE 7 10NAL� 5E�r+` A LYNIIMLLER PE. FL P.EU358705 1 ,.ODD' )--- 127 2.DD0 125• r 1. x r X. 12V MULLION 6061TS ALIM XSECTION f 6.600' .375''• "..'.3 i2a--- ---1 OUT HERE TO .375' CREATE FCLIP, SEE rMN. MN F DETAL F. 01 IEET A I STANDARD CLP 6061T6 ALtA1. CENTER OF ANCHOR NOTE MUST LSE TOPy*W W NN THE DASHED 80LWWY SEE CHEETS 1.17 FOR TMG ANCHOR O.C. DISTANCE MA70MU., ANCHOR HOLE DIAMET732: ANCHOR DIAMETER • Mir D r MIN i � 8 1 I 1 OFFSET CUP 6061TO ALUM. TOPMEW 1 000• r- r / ,25' 275P r x 2.75 x vs. W AI.ION 606116ALUM. XSECnCN h 125- I 2. 125' iiii LICUP a061TB AL LA/ XSECT" 126- ' f 7A0. I-- f _1 ' 1 .1167MN A I 1 Ucuv 6053.TS AIUU -OPVIFW CEMER OF ANCHOR ,�E ►IOST LIE WITHIN TINE 11Asw BOUNDARY. SEE SHEETS 6-u FOR THE ANCHOR O.C. DISTANCE MAMWUM ANCHOR HOLE OWIETER. ANCHOR O(AAIETFA - tar. TART F R i' X 2.75 X .650' 6tjj) )N 6063-TO ALUM. X-SECT)ON Iv 3.125" .12ti 1• X 3.125 X .5• MULUOK 9063-T6 AI UM X-SECTION 2X5 ANGLE CUP 6061T6 ALULL 2C00• X-EMUTION 1 __ 125- ' .375-MW---- .- ---=_- -- --�-? ZXS ANGLE CLIP 6063.T6 ALLAA. CENTER GF ANCHOR ES T S. NUTRIA THE TOPVEW D.LS+ED BOUNDARY. SEE ShT#I-VETS bt6 FOR THE ANCHOR O.C. C,STANCE MAMAUM ANCHOR HOLE DIAMETER_ ANCHOR DIAMETER • 1HS. naon (neat a) PGT Part* Std, Clip 01pet I U4;,Ip Anpl• ql X.12r (5} F 6661131A 6681118M 656243M 6M11M X .375F' m 666114M 6681111MA 605244U GM 12M X .srs M L12!PX.5W 66607 Li66115M 6ee1120M 566245M 666513M S X AW (8) GM 6W116M 8861121M 656246M ti06511M S X.5D0'(9) 68G37M 6581116M 6661114M 66624W GM15M 8r X.28S (12) W"IM 8881117M 6661113M686241M104 1• X.125• (18) 683711 I MIA WA WA OW17M it 2.t1ter' �.,25 Z 1-.900" T q 128- X 111 XX.., MLALON k ALLOA XSECr"4 a: -- f Dimorodonf value 601 For WAlon: I 2654 1•XrX.126' 0.886 ubeAtoTube Mul:on 0.740 RD 1.125 2.404 1•Xr X.375' o.635 AxaTNraemTube Mupon 0.490 A 1-875 B 3.000 1• X 2.76•• X C 0 767 .375 Tube Mu166n 0 1.118 A 1.312 1•X2.T5-X R 3.000 w C 0.475 AIu=r*%j. D 0.836 Tea Mulbn A 2o00 B 203T 1' X3.125' X c o.6aT .507 AILIM Tine M A B 3.252 1 25' X 318r X 265' Alvan I • • C 0.6II2 •TL•6e M,A • • • 1 . . . . • • j.d,3 2a6' X 2Al,,r x 7�,• lXn • • • • • Aube Mul NOTES: 1) HOLES TO BE DRILI.FL N THE FIELD FOLLOWING DIMENSIONAL REBTRCTiONS GAIFN ON THIS SPIEEI • • • • • • • • • • • • 2) SEE SHEETS 5.9, t2 6 16 FOR SUGGESTED, APP1iOXMATE HOLE LOCATIONS 6 ANCHOR 0-4 O1STIRNCE. • • • • •• • • • • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOM • • • • - '• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as eo•�iLNwy w!M tM Florio. Doitdily Code F:OA-No. 17-0630.11 Exl,kvO eDate 05t2612021 t1 i11u In Ills * Ni;o..,,58�770d FS .,•e�ORtDA.. N G, ZTONAL A. LYNNMLLER, P.E. FL P E.• 5OM5 --� .Dar r-- -) 1.Doo' r- , I-1 06-,- i ar .063'- 385 oer Der O4.0001' 1.000' + 2625 r125• -125' 031' - � f .156' L ` y .375 375' -T -T T t•X 4'X-12S' I X4'X.675" 1'•X 277 1 MULLION MULUON TJ,ULL'ON IS®1Ta ALUM. 60a1T6 ALUM. 6C63T6 ALUM, X-SECTON XSECTION X-SECTION as+n a2571 D�912, 3.250'3.0'.100"1 230••-1 _t I .820 1.25' X 3.25' x .100" t -23' x 125 %.624' MULLION MULLION 1 ZG' X 3.6,• X A2N' EODSTSALUM W05-1`5 ALUM MULLION X-SECTION X-%C71OM 6006T5 ALUM. XSECTION 1.E77' .125' �-.37r � / II us• I ' .125' ,5' 3 2517ES 3AY LAiLLL ' 3 3r RAY MULLION I / 6053-TO ALUM. / 6063-T6 ALUM. XSECTION X•SECTION ` 22(rr HOTFS: ') HONES TO GE DR6,Iri THC 1 I= FOLLOWING OWrIj1;IONAL RESTELX:TON5 2) SEE SHEETS 10 11, 134519 d 70 FOR SUGGESTED. APPROXIMATE HOLE LOCATIDI 3) SEE SHEETS 2-4 FOR GENERAL MIALLATRA METHODS. Y fill 11 :y 25, STANND,RD CLIP I ' I 0 � 1 ! v / 2.HE 11 OOP ( 606ST6 ALUM. 2.125 i t •. ' E CIAP X�CTION I -CUP 2000' 606>IA 6LALUM i 6063-TOALU 125. X_6EC X-SECTION . t 2S n • U In LL LL CFNf$t NOTE MUST LIE riIT/NN THE _ O . SEE SHEET3 ID-20 FOR THE J 4 ANCHOR O.C. DISTANCE MAMMLIM ANCHOR V HOLE DIAMETER -'ANCHOR DWJETER• U1o• Ix LU F- ` art ;fit------ '°`° `..."_"� _ CREATE FGv. SEE r J75 \ I 'I- ~ W MN__.--��ii�� DETALL F. SHEE--A S ✓% Z i '375 CENTER OF ' ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS ma FOR THE i ANCHOR O.C. COST.Y i AXNUM ANCHOR HOLE 1 AMC. DIAMETER. ili6•. t i STAM ARD CUP UCUp CENTER OF ANCHOR HOLE WST LE 005346AUJM 0003•T6 ALLY. WITWN THE DASHED 6CUNDARY. SEE TO-AFW TOPYW E SHEETS 10-17 FOR THE ANCHOR 0 a TABLE CCISTANCE. MAX6AUM ANCHOR ROLE CV WETER ANCHOR OIAMETEp . y16' o-1—tbn — PA) For aU 5 500• .375'_ MN. r1 371* / 1 I I i i i i 1 i H i 1 .t ON THS SHEET. i G 1.000 .125' M 2680 ANttnlwn I 100D TLbe "AID F 31a7 rx,^x C 0757 _vr A7UNnm H 2,M 1 I 3000 TUD6 a T F 229D 125' 326 G Q150 x.100' Akm nm H 1. I 3250 TLA,MA- TALI C A MIN. 1 i Q � - ------I E Z ' 1 f— fn { z w O L J � S � O 2X5 ANGLE CUP h SN3 T6 ALUM — i 0, iOPv EW e TABLE C, CONT. PRODUCT REVISED Dt•I�M•n Yalw pn) For tAWibn: o«n�171n• w/M tlr FI•Ad• n• • 1.93a 11. I3 MOA-Mo. 17-0630.11 G O.So`o x.a24• EXpr•tto• D•t-05126/2021 H 14-M AMrnkxn - 1 3.250 Tube Mm- w •7 F 2625 123'x3.•4• MI•^t tN:t owt G 1.126 X.62,' ,n H I.Soo ANlminm i 1 3.250 Two Mullw O F 2613 J7 Hui n: F 2.a75 a• Mu In a o ,tltn.... 6kN DE••rrio� • • • • • • •PCT AIM tl • • • f11e•t A• M on 111 al F C40V I Any Qip 1' X C x 125' ! • 3661 IRM *20W 66=11A 1 1566518N :•xrx 375My> . 0 1 eeT(J79M t'XI•X 377T(11) aa�3 aB61I'M c5an2S1 860242M 68E51eM 1.2r X325'X 100•(13) 201602M12 W61127M a861121M 65a2/t0f 5a851 /5Y 1-25'X325•X.824'Ii.) 2016Y20J15 688t12&N 8861,i511 0662N11M aa851faM t7S•x3•I' f( • 70152 M611", 1125A l683t1Y 68 17M >D :iS 66MNS MIA WA 2VA I10M 15 f1L} 66656 N!A► Np • WA • �651 t iM CIS CicENgF •.. ��' j * .• No. 5a7o6 9 22- STATES ,T �- . > ltlltlItt,11 • • • O A- LYNN MILLER, P.E. • • O FL P.E.0 W705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TARI F F Mull D1m•nsion sheet 8) PGT Part 0 MWIHm Sad. Clip U-alp AR916 Clip r X4•X.2O•(10) (IMM 000201M OM271I01 MWI/2M r X 6' X .25E (17) GOW4 CB8202M 608272M MW 13M T— I STANDARD CLIP I I tow 0003-Ta Kuw. ' NOTES; XSECT,ON 1) HOLES TO M DRILLED N THE FIELD FOLLOYANG 44 F.12T 00JENs1DNAL REsrlacT,DFNs c6vEN ON THIS SF'EET. 2) SEE SHEETS 1 &17 FOR SUGGESTED, APPROXIMATE HOLE LOCAT,OMS. L--1.4.0• 3) SEE SHEETS 2-4 FCR GENERAL. INSTALLATION METHOD& 50D 3.r CUT HERE TO -2'� 37S �f CREATE F-CUP. ,F _ SW OCTAL R, 37S MN SHEET I I1 ! I ; - 3.438E rX4•x 2S H MILLION 8063 T6 ALL" , XSECTIOh i �L // t - STANDARD CLIP / CEJfTER OF ANCHOR RILE MUST LIE600.1TO AL W .�• LL w1m1v THE DASHED WUNDARY SEE TOPNEW .250E f---2.00r --I 6.00D- tXmx2a• MLILUD" 6083-TB ALUM. X-SECTON SHEETS 1S-17 FOR THE ANCHOR O.C. DIS TANCE K"AUIM ANCHOR HOLE DUMETEt3: ANCHOR tXAH4E7ER . 1/1H1'. / 3.500•-XY CIR HH6.RE 70 , MiN '7 F , _ OHS oErAL F' .N- ---- aMFFT4 M -- - -- --- - - - - - - ., .. _ I I 1 I I , I I I � i I H_ 4.680E i I i 6438' H i i I I � � I STAND^" CUP4 O063TO ALUM TOP VIEW r 0-CUP I 2X5 ANGLE CL.P 60/3TG ALUM 41061TOALULI x ,�EC7101. 1.000' X"SECTION 5.000' - - - •-� 375* /_______-__-- ' i 1 3 438E f i I jMIN. H 37S f N V-CLIP. 0003TO ALLM, 2X5 AHOLE CLIP SFD FOR Y X 4. 11,A.Lh1V sI'E-ET 16 CENTER OF ANCHOR ROLE MUST UE �- 60n}TB ALUM TOPVIEW WITON THE DASHED BOUNDARY. SEE SHEETS 1617 FOR THE AND" O.C. TOPVIEw CENTER OF ANCHOR HOLE MUST LE D=ANCF- MA)MALW ANCHOR HOLE - WITHIN THE DASHED BOUNDARY SEE DIAMETER. ANCHOR 0~FER • vur. SHEETS 1L 17 FOR THE ANCHOR O.0 - DISTANCE MAXIMUM ANCHOR HOLE DAMETER ANCHOR DIAME rER . 1/16• MIN 37 I � 1 1 , ; , � I 1 I H I I , I , f —r I , 5.43e I H i + • • • • • • • • • I 37S I---------- —t • 1J Z UNXIP • • • eO6STOKUN. • • • yLSA.GLI aIP • • • • s 6063-Tf#ALLWO • t��F�Y X����� • • • • • • • lOPVEIN• t • • • rOPv�Mr • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • # ;�� ss M Hn tV a NI 0 Hr O f 0 1 (X m Z cn H m it X Z r atg O Q J' � � o, Z _ o _o a� < 3' E'0 PIRODUCT REVISED as ..ItlH tM Fl•rld• Swuld NOA- 6- 17-0630.11 Exi iraNan Dab 05/26/2021 �.`�OpY LYNA,�� •, � Tk = rr/ONAL A LY}ITSu1I a)Z P-E. FL PE.0 59705 EJUIMIPLE 1. SINGLEyFRTCAI MI.LIJON IHE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE KINDOW FRAME DEPTH G 2 tit'. THE OPENING REQUIRES DESIGN PFCSSURE OF.801y-W.OPSF HKJ ALVOL0113 N LEAD I) NRULLY ASSUMING THAT A !' WIDE MULLION IS SUIT MULLION LENGTH IS 7Y AND THE OPB4NG WIDTH IS 37.32,1' •85- REFERENCING SHEET 25. THE COLUMN USING T— '-j .-1= RECTANGULAR LOADING MUST SE USED. SCAN 7t E IVULJON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME _- T DESIGN PRESSURE OF '60.d-000 PSF. IF 71E TABLE DOES NOT SHOW THE EXACT Sri, USE THE NExT LARGER SIZE AVAMABLE,EPT4 OF 2-114' AND WILL MEET OR EXCEED THE REQUIRED 1Fi �- SEE F mF.tntanp+ I SHEET$. FROM TABLE 3A. SHEET 7, THE 1' %2. PY %.J75'MLLLIDN (LENGM • 7AIop,2'- OPENING N10TH . 70-) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS •7-6D.3 -Sf AM MOULD PRODlXT6 SHE- NOT BE SUITABLE FOR THIS E I- X Z-7r APPADNAI I 7J FROM CABLE M. SHEET S THE 1' X 2AP X APPLICATION. ALLUDE (LENGTH. R -OPENING WIDTH . 7O" FKS A DESIC+r PRESSURE OF y_727 PSF WHRDI EXCFgDS THE REQUIREMENTS FOR THE UENGT I OPENING AND MAYBE USED IN THIS APPLICATION. NOTE T}E ANCHOR CAPACITY REQUIRED OF NS UBS LENGTH --_.. _. . - 48 ANCt� r. T (1 2) USE TABLE WITH (4)21 THE HORS H VE A ANCHOR OJANT' AM CLIP TYPE REQUIRED FOR THE WOO) SUBSTRATE BOTH THE STANDARD CLJP K7li (a)tt2 7WC-K)RS AND THEM ANGLE CLIPS NRTH (1) tt 2 ANCHORS HAVE A CAPACITY OF 8 8 5 LBS THOL!OH EITHER ONE COULD BE US®. THE STANDARD CUP IS EASIER TO INSTALL �I 3) VERIFY THE D_SION PRESSURE OF THE FENESTRATION 24 APPLY TO THE OVERALL ASSEMBLY. F!NAL DESIGN PRESSURE PRODUCTS USED WITH E a THE MSYSTEM. IHE LOWER DESIGN PRESSURE, B MLgTNNS OR FENESTRATION PRODUCM WILL SSURE REQUIRES THAT THE BOTH THE MA',o MIL AND THE FENESTRATION PRODUCT BE INSTALLED ►N ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RE �FCTPJE SUBSTRATES AND FEN'ESTRATbN PRODUCTS Tp E�LLpN. - v~-1-- IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS H►-60.0 PSF. THE OVERALL ANION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN AW-40A CAPACITY OF Effi K LSS TERMA7VIELY. . ) p A"w sil THE ANCHOR CAPACITY ADJUSTMENT FORMU.-A COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACRY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 00 oFvawD TiCTn-- (� PSF)x{ 7) . 524.9 LB S (MAYBE USED TOOL:ALTY 110 STEEL SCREWS FROM TABLE 48) THE DESIGN BUILDING SUBSTRATE Y- 5.o sr. TO BE CMV a THE JAM85 AFC USES A CONCRE-f- FEAQER MA SILL THE VNDOIY FRAME DEPT: 15 2.3Tg TI.E OpENTNG QUIRES A DESKXd PRESSURE OF •SC-O'-550 PGr. fXAA•TLE 2' LIl1lTiFLE_Ml1t IOFiS SEE Fr 110N� AFPROwL t LGINUDN ` LGNCTH �\. xE I D DETAILS OFEMMG SNEETS;J HE16NT FOR HIOtJZ sr IIIIII I L II I FOR THE Y+=MM MLN L ION. I; INITIALLY ASSUMING THAT A t • WOE MULLION is SUITABLE. THE MULLION LENGTH 15 37.77.1'.t(W AND THE OPENING W!DTH IS 3C.38•+1 • _77. REFERENCING SHEET 25. MTTIE EE TOR EXCEEUNTHEEREQUIRED DESIGN PRESSURE OF iO 01-SS PSF, F TIIE MULLION DOES NOT SHOW THETABLES FORA MAL" �EXACT St2T IS AT EE LEAST THE NEXT LARGER SIZE VA AND Yt Sm �'� FROV, TABLE 3A SHEET 7, THE 1' X 2.T✓ X .373' MULLION (LENGTH. COD'. OPENING W10TH - Wl MEETS THE DEPTH REOUIRED, HOWEVER THE DESIGN.' PRLS;,IJRE IS H-t5.t PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. \ FROM TAOLC 12A, SI MET I$, THE 7 X a• X -2W' MILLION (LENGTH . lr&, O" NNO WIDTH = aU') WLS A DE3N:N PR FOR THE OPENING ANESSUHE Ln s71Va I` PSF WHICH EXCEEDS THE REQUREMENfS D M1AY BE IN THIS APPLICATION. NOTE THE ANCHOR CAPAOTY REOl1RED OF E7t lBS SIM '•��tTA�. BECAUSE r IS NOW KNOWN 74A' THE MULLION WILL ADD Y TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPE ND.G YWaTH 5 3S'•38'.7:74', NOT ]3' AS PREVDIISI.Y ASSUMED. VERIFY THAT THE DESIGN PRE39URE W SILL APILCABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY TIYFLY THE WINDOW WIbTiS MAY lE REDUCES i0 MAMAN hE 73' DL►NEkSN%N (3512'.35.17I'•2'.73•). L SEE DETAIL F• SIFT 3 /` SEE ocTAA A DN$r3 2,3 IAA/-ENGfI+ YULL .EIGTP.^� F' --'.Y'B , Min., FOR VER--- 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUMITTTv HNO CLIP TYPE REOU RED FOR 7HECONCREE SUBSTRATE. IN THIS CONCRETE HEADER AND SILL ARE D' WIDE. F THE MULLION CLIP WERE - PRODUCT REVISED u ctNepEPlno Mtll tM floAda w�iM Ced- USING THE STANDARD CUP WTH (6) 3HC ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1? ONES AN ANCHOR CAPACITY OF 1aK1I,B,y NNIICH ;3 GR[NERS TO BE CENTERED WITHIN THE C, CARE MUST BE TAKEN TO MAINTAIN F IER•S EOC£ pSiAN(:E. NOA�N•, 17-0630.11 THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF W t CBS. AND FOR THE HORZONTAL NULLK)NS lNNpir•Ile• D♦L• 26/2021 BECAUSE THE VERTICAL MULL WILL BE A 7 X N• X .250- MULLION. IN THI3 EXAMPLE WE WILL MATCH THE MULLION TYPE COULD BE CHOSEN HORZONTAL ANp YE4TICAL MULLIONS, ALTERVAT I VELY, ANOTHER % •r •et ir• m 1) THE MULLION LENGTH IS 30• AND THE OPENING HEIGHT IS 32'.72'.7.106• RFFFRENCR+G SHEET 2S, THE COLUMN USING TRAPFZO��.. USED. FROM TABLE 12A. SHEET 1 D, THE 2• X 4- X 230- VJLLION (Q LENGTH • a7-, OPENING "EIGHT LOA^JNG MAY BE H _ a • 1 REOUREMENTS FOR THE CPFNING ANO MAY BE USED N THE APPLICATION. NOTE THE 2G•) HUMS A DESIGN PRESWRE OF H•17%0 PSF NHK:H EXCEEDS THE ANCHOR CAPACITY REQUIRED OF S21 LBS j 2) USE TABLE 128 TO FIND THE ANCHOR i YPE. ANC+AR OLANTITY AND CLIP TYPE REOU-REO FOR THE CAU SUBSTRATE N THIS W OC IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE S, CARE MUST BE TAKEN TO MAIN IAIN T EXAMPLE ASSUME THE CMU JMNBS ARE S 14) a HE F E 3118• ULTAACON ANCHORS AT AN EDGE DISTANCE OF 1 • GIVES AN ANCHOR CAPACITY SAD LBS WHDpt tt ' 5 EGIPS WIT7- ANCHIOR CAPACITY OF S21 LEIS. aULiAS�, � TFlIQVIRED \ 1111 I 1 1111 / C) FOR TYE 1074 S THE HORIZONTAL NCUCRS. TO VERTICAL MULL *a USE THE SAME ANCHOR CAPACITY I • • • • • • • • • • • CAPACITY IS 1074 LBS WHEN USING J ANCHORS. WHICH{ IS GtEATER AND THEREFORE E;LIIT527•.NS TALtiE laB FQR TOE UCL.�Aq THE *NC)IDR ABLE, FOR THE 'L� • • • E.. - �1� cam' x 3E '•. ���� ANCHOR TYPE 13 A I12 STEEL SCREW. F MtREO ADNWCR CAMtrTY PAQUIRIll,1EM OR1SM LBS. THE FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE M .1-04.7 PSF FROM THE VERTICAL M ULLJW I-170.0 PSF FROM THE 3W HCR120MAL u D L ON ATTACH ING TO CAM: PSP FROM THE 3T SURE IS , I MULUON AT 1 AL]ING 1 O TE "TLC 1L MtA1tON (DNTERSECFION} • • • • • • ♦ • t • • • •FE LOWEST THE LOWE3T DESIGN PRESSURE IS M ltN.7 PSF AND WOULD APPLY ToALL OF THE• • • t • 0 � —h % ((� MULLiONg • • • ♦ VERIFY TIE • ss/ •........ • • • • • • • • DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED FyRH THIS MULLION SYSTEAL THEL011ER 8EVG0p RESSURL! OF WLtIOH>� {Nt-FE1R:.i-�J.i�t.- •- PRODUCTS. WILL APPLY TO THE OVERALL 7.S'SEM IR Y FTNA- OESK3N `V 7t �N7�L £ ` PRESSURE REQUIRES THAT THE BORN THE M�LLIOM A*D THE FE1E'.RfRA ACCORDNVNQEWA9TH4 TNEtlN$'PALLATTONSPECIFICATtONS PTO RESPECTIVE SUBSTRATES ARID FENESTRATON T>O�PROOLICT BE•DNSTA,ltO IN I71 ET1 Tt11t1WW PRODUCTS Tn MuwDN A- LYNN MILLER, P E. - - - _ Q FLP.EJt5870.5 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • L age 0 . . . • . . . . . . . . ... . . . . ... • • • ••• • ••• • 1 i EW[ni SFIUH -�I• • • • SROI•I t S4OH _ I 1 LOACIHO OF VERTICAL LMA)ON ST1 OF MtlJ;70W5 NOT ANCHORED LOAD•O Of VERTMi14MlA.LION WRH N.TERSECTNYG r+OR1ZONTAL kUL'JONS i 1 I LOADING OF VERTCAL MtRLON SILL OF WINDOWS NOT ANCW)REO QS 5 OF TRAPE2pIQAL?TRI-l0A oI R LOP.DN Q. I I� IHINGED OR - LOADING OF HORIZONTAL MULLON LOADING OF HORIZONTAL MULLON LOADING OF (2) HORZONTAL IVLILUONS PV4/' / HINGED / ,Pyy I I UODR If PW I I _ PW I r/"r / , i t PW P'YI LOADING OF VERTICAL MULLIONKR)LLM PANEL OF HINIGM DOOR 13 HOT CAPTURED OR ANCHORED 1 WITH 11I ERSECTNG RHOR1ZCNTAL MULLIONS 1 I �� / •��% �� I 1 / LdVNC. OF VERTICAL Ml/LLK)N .[I 0 PLY ^ PIN J L 11s W ~ n le 8 z LOADNIG OF WRTICAL MULLION a f - LPwiif n'L UCT REVISED aPROD . III IsuYWn• Cod. LOAD•1G OF HpizZONTAL MLN_L10N LOADING OF HORIZONTAL MULLION By Wrn a reFI'.owEl.T- TE& -� S) DRAWINGS ARE RERESENTATIONS OF TypIC,11L PY/ OUMFKXAtATION3. CONFIGURATONS NOT SHOWN MAY OF FXTRAPOLATED FROM THOSE SHOWN. / 2) IF THE LOADING TYPE CAM101 �1 rlr lrll L Nly , i PLV BE OETESL.HIMED, LIU RECTANGULAR LOADING.rvSF'•. ,� `� .•' 4' . !! - 3) SEE PRODUCTSAPPROVAL FOR ' * N. 54705 ACTUAL ANCHOR LOC.ATONS• ��., �NA6 F`'.��• LOADING OF HORIZONTAL MULLION - A. LY P.E. FI PF. -It— DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD-AMI ODE ADMINISTRAT3 SION N6TICE OF ACCEPT tE(NOA) CGI Windows & Doors, Inc. 10100 N. W. 25t° Street Miami, Fl. 33172 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv SCOPE: .. •. This NOA is being iss under the applicable rules and regulations governing the use of cgnsu4ption mate' - ls. The**-:* documentatio miffed has been reviewed and accepted by Miami -Dade County RER-Prdduct'Contrpf Speyon to • rn Miami Dade County and other areas where allowed by the Authority Having Jui: sdit Pion (AH7 f • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County* Vroduct Control Section • •.. (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rest"% the rigljt % jitve talk • product or material tested for quality assurance purposes. If this product or material fails.o.perform in.the accepted; . • • manner, the manufacturer will incur the expense of such testing and the AHJ may immadiataly revokoi modify, oz.... suspend the use of such product or material within their jurisdiction. RER reserve• tlp Tight to revoke this . • acceptance, if it is determined by Miami -Dade County Product Control Section that this produCt or rrWg;i;L fails to • • • meet th6 requirements of the applicable building code. • • ; This product is approved as described -herein, -and -has i�een h-the-F.J( ii a 13ur ' 'Coat, ' including the High Velocity Hurricane Zone. `• DESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswi r (L.M.I./S.M.. ", sheets 1 thru of 13 of 13, inclusive sheet - oq orporation, dated 01/03/13 and last revised on 02 avad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. 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 beconsidered 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 and renews # 14-1015.04 and consists of this page 1 and evidence pages E-lE=-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. \ Mia, waoa COUNTY NOA No. 17-1226.05 • • •, ,NOW Expiration Date: August 08, 2023 bZ're�2� i Approval Date: February 22, 2018 Page 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and lastrgylsed on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. • . . .... ...... B. TESTS (submitted under file #13-0226.06) • • • • • • • • • • • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading per FBI;.44S 20Z-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.(-FSF, sill•S I only) ..:.. • 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • • 000000 5) Cyclic Wind Pressure Loading per FBC, TAS 2(U-W: ' 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 20z-94 . 0 : • • • o • Along with manufacturer's parts and section drawing marked -up drawings Oofaluininum.out w/ : "": sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-I1-jated 02/11/2013, signed and sealed by Henry Hatem, P.E. 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 manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS l . Anchor verification calculations and structural analysis, complying with FBC-2014 (51n Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. ' D. QUALITY ASSURANCE l . Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER ...... 1. This file NOA revises # 13-0226.06, expiring 08/08/18. • 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12Woved by RER. • • • • • .... . .. ..... 2. NEW EVIDENCE SUBMITTED • • • • • • ..:..' A. DRAWINGS •• •• •• •• •••••• 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum OutsWrig Door L.M.I./S.M.I.)",. sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Cojoratignodated •0••• 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Alu-iad, P.E... ; • • • •; B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE l . Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 0000 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (1G") for them..... "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET tore", ex�ing on • • 1 2 / 1 1 / 1 8 . • • ' • • ' • • • • • • • • • 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., fjj:�or their "'frosifolS. • • • Ultraclear, Clear, and Color PVB Glass Interlayers", expiring ofl.(17✓P8/19.: •,••• ...... . . ..... F. STATEMENTS 00 ...... 1. Statement letter of conformance to FBC 6th Edition (2017) and of Wfnancial interest '. prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javaj•�thmad, Py000• . . •••.•• G. OTHER • 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Prodifet Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIES SENTINEL 160 ALUMWUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LTIES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER IN RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL � 4aV- 3/ - N. GLASS 3/16- HEAT STREWD GLASS Z o we .075' Saflex CP With PET Core .073- Sofbx CP With PET Core m By 'Eastman Chemical Go: By 'Eaetmon Chemical Co.' 2 Q n .090- Saiiex Clear And Cobr Glass By 'Eastman Chemical Co: .090' Safbx Clear And Coar Glass 'Eaatrran y j ` ERS INfEfiLAYERS By Chemkal Co.' o N .090, SentryGbs .090- SentryClos d ryW By 'Kuroray Americo, Inc.' By 'K=my America, Inc.' p C I .090' Trosifol PVB .090' Trosifal PVB C �i >n N By 'Kurarcy A l ica, Inc.' By 'Kura y America. Inc.' 0 � pI.~t 6- ANN. GLASS 3/16- HEAT STREWD GLASS d C 2¢ M o 0 m O D . SILICONE SILICONE Q AT t; Y DOWSIL 995 B99 - DOWSIL 995 DOWSIL 899 dr W ul p n • q JOOWSIL GE-1200 W GE-1200 LL i N . y M ,4K1ER'LA),1 W 38 j�AcO0 L-5 3 1/4 POINTS 53 AT 1/4 POINTS .O C GLASS TYPE 'A' GLASS TYPE 'B' _ 7/16. OVERALL LAM. GLASS 7/16' OVERALL LAM. GLASS $l N 'n 0 10 � 3 GLAZING OPTIONS 3 Z c A o� PRODUCT REVISED W1zI — complying with the Florida I Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 6 By u uo�Y Miami-D a Product Control DOORS/SCEUTES ARE RATED FOR LARGE MID SMALL MISSILE IMPACT. INSTRUCTIONS: �HUlf6s•J ARE NET REQUIRED• • • • •L•—� O1 8 8 = o v o „ o „ • _ _ _ �• USE CHARTS AS FOLLOWS • • • • • • • • • • • • • • • • • • • • `t11111111 i11jr �/� DETERMINE DESIGN WIND LOAN REQUIREMENT BASED STEP 1 ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE • • • • • • • • • ��� • • • • • • • • • • • • l�J_ ,�� USING APPLICABLE ASCE 7 STANDARD. : •N`SF '• s cr LD J FEB1 e STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES _ �� n I a { SEE SHEET 2 - I • • • i� 8 U STEP 3 FOR SIDEI TE PANEL(0) CAPACITY SEE SHEEP 3. STEP 4 FOR SIDOUTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEEP 4. • • • • • • • - - • • • • • • • • :• / ' Q'- • • • • • • • :• A OFdraw • • • • • ng no. 13—� STEP cj THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. • • • • • • • • • A'L �" ��� • • • • • • ,' "s -•'�� • _\rir, �OAI�� �r��� W 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n 3/16- TEMPERED GLASS 3/8- AIR SPACE 3/16- ANNEALED GLASS .090' Intedayer Sa0ex Gear And Color Gloss By 'Eostman Chemieol Co.' r3/16' HEAT STREN'D GLASS SILICO DOWSIL `{11 DOWSIL 995 DOWSIL 899 GE-1200 Z 12 \ XL EDGE SPACER } Si. STEEL By 'CARDINAL' OR 4 1 / DURASEAL BY 'DUANE)(' OR \\ / SSUU ER SPACER BY 'QUANEX' ORP KODISPACE 45G TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'C1' 1' OVERALL INSJL LAM. GLASS I/16- TEMPERED GLASS 3/8- AIR SPACE 3/16- ANNEALED GLASS .075' Intedayer Sallex CP With PET Core By 'Eastman Chemical Co.' 3/16- HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 Z \ 38 / \ 12 11 1 \ n I: } XL EDGE SPACER i. ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OJANEX' OR OR SPACER BY 'OUANE X \ KODISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS 3/16- TEMPERED GLASS 3/8' AIR SPACE \ 3/16- ANNEALED GLASS .090' Sentry(:Ias INTERI-0ERS-F By Kuraray Americo. Inc.' .090' Trosifoi PVB By 'Kummy Americo, Inc.' 3/16- HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 CE-1200 38 \ 12 \ XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR ¢ , OURASEAL BY 'OUANE%' o OR \ / SUPER SPACER BY 'QUANEX' \ / OR KODISPACE 4SG TPS BY 'KOMMERLING' 33 AT 1/4 POINTS GLASS TYPE 'CT 1' OVERALL INSUL LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code �y GLAZING OPTIONS NOA-No- 17-1226.05 Expiration Data 08/08/2023 BY o 0 • • • • • • • • • • Mi uct Con - - 101E 064 • • • • • • Aj OFrdrowing no. • • • • • ��r�i 1�alt����` sheet l.tof l3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HINGES SEE NOTE-\ BELOW C u U ---Try - u Ffl II 1 1 1 1 a A 1 e II 11 it \ II \ I v If A ce 2 ANCHORS 81 1/2" TYPE 'A', B' OR 'C' DOOR FRAME WIDTH AT STILE ENDS • MAX SEE CHART FOR QUANTITY HEAD/SILL HINGES CORNERS SEE NOTE 3' 6' 3' A _ HINGES SEE NOTE BELOW BELOW 'U 28 1/4' D.L. OPG. 2 ANCHORS TYPE 'B' AT STILE ENDS I 1 Tr-- / FL BOLT ccDEf/ 1 AAAAAA111III ��`��` SEE ISHtET 11 ` y 3 POINT LOCK SEE SHEET 10 1 1 I==== r n m ci 11 i I I ACTIVE NAC TYPICAL ELEVATION ( X ) DOOR OPTIONS II Fl_ I 1 �w mi �U L 28 1/4" I 28 1/4' D.L OPG. D.L OPG. 4 ANCHORS SURFACE APPLIED TYPE B. FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION HEAD ANCHORS OUWIT Y AT STILE ENDS ANCHOR TYPE SHIM •A, '8' C. 1/4" 4 4 4 3/8' 6 6 6 1/2' 7 7 SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL ( XX ) 4" X 4-1/2" BUTT HINGES SINGLE (Y) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSF CLASS TYPES 'A', 'B', 'Cl', 'C2' & 'C3' FRAME WIDTH (X) WIDTH (XX) HEIGHT LEAF WIDTH THR TYPES LOCK SETS INSUL GLASS SPACERS ADA SCH CC BLDW CXL KOO OUAN 37-1/4' 72' 96' 35" 80.0 70.0 80.0 ' B0.0 80.0 80.0 80.0 80.0 80.0 0.0 80.0 80.0 1 70.0 1 70.0 1 80.0 - NOTE: V VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING NOTE: PERIDDS OF HURRICANE WARNING. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 TOP AND BOTTOM HINGES AT 6-7/8' FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED LOCK SETS: (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONL SCH = SCHUGE (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) CC - COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) BLD - BALDWIN • • GLASS INSULATORS: • • • • • • • • • • • • • • • • • • • CXL =CARDINAL XL • • • • • • • • • • • i111111 !! CLAN = QUANIX DURAI•F•L • • • • • • • • • • -pA,��' '49_/�i QUANEX SUPERSPACER : Y: •' AyCENgF '••• �: FEB 1 5 2016 = V0582 • 'Na; PRODUCT REVISED • • • • • mptlOng wW*%p Florida • BWldl• _ [ ,'_\ • NOA-Nce 17 h26.0!? • �f9 �4 ` DOOR D.L.C. DIMS. • • • • • , D.L.O. HEIGHT = FRAME HEIGHT - 12.875 • • • e-Rtin Date 8/ 8/fO2 • • • ��� D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75 • • • •.•� • • as O� G` D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 _...II-- 4,mv. drawing no. W13-01 43 1/B' z U T)TICAL ELEVATION ( O ) 1 Y 1 11 H J • a I V I I J _ �1L__ o� EraL SEE SH ___ LL____ --- - ---- J If 3 OINr LOCK 1J m 'Z 0 •�fl i SEE SH7`Fr 10 II 1 tl 'o .f✓ _ mo �� ❑ mo II w 11 II 11 II II / II 4 1 1 I I I II ii II 11 SIDELTTE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A' 'B' 'C1' CRASS TYPE •C2• GLASS TYPE 'C3' WIDTH HEIGHT . + f EXT.(+) WT. - EXr.(+) INT-(-) 30' 33' 36• 37-1/8' 39• 42' BC.O 80.0 80.0 80.0 80.0 80.0 80.0 .0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 B0.0 80.0 80.0 80.0 60.6 80.0 80.0 80.0 80.00- 80.0 80.0 80.0 80.0 W. 33' 36 '90' 37-1/8' 39' 42• SOO 80.0 80.0 80.0 Bo.. 0 80.0 80.0 8O.o 80.0 80.0 80.0 80.0 .. 80.0 1 80.0 80.0 80.0 80.0 I BO.0 80.0 80.0 a0.0 80.0 80.0 50.0 - - 70.0 70.0 50.0 80.0 30' 33' I 36' 37-1/8•1 39• 42' I 96' 80.0 00.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 50.0 80.0 80.0 00.0 60.0 80.0 80.0 80.0 80.0 80.0 50-0 00.0 BEE 80.0 B0.0 - - 70.0 70.0 80.0 80.0 - - 70.0 70.0 80.0 -0 SEE CHART FOR OU NFITY HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 1/4' 4 4 4 3/8' 6 6 8 1/2' 7 7 FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 Zr m ACTIVE INACTNE --- --- m W Z� 37 1/a. 28 1/4' 28 1/4' 37 1/8' �v D.L OPG. D.L. OPG. .L. 0 D.L OPG. 711- ANCHORS SURFACE APPLIED TYPICALELEVATIONE 'a' FALSE MUSTINS ED MAY BE USED OXXO AT STILE AND MULLION ENDS SIDELITE OPTIONS ACG IN ATOR IMITATIONS FOR S111F11TFG WIDER THAN 37-1/8' ONLY. 90' & 96' HEIGHTS FOR GLASS TYPES 'C2' & 'C3' OUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMIT MAK LOADS TO 370.0 PST) SIDELITE D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875' D.L.O. WIDTH = SO LITE WIDTH - 6' STAND ALONE SOELITE ONLY D.LO. WIDTH = SIDELITE WIDTH - 4.875 SIDELTTE TO DOOR ONLY NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA - 110.3 SO. FT. •• 0% • • • • • •• ) "8 S' of FIB 1 9' '. '',,GENE'••.. 1 . \\L PRODUCT REVISED_as complying with th• Florida = - l {-• • •Building red.• • • • � Ex�ratloq Date S/DS/ 02S • 7 gTy1Tco� •\Z��� ' drawing no. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 DESIGN LOAD CAPACITY - PSF SIDEUTE WIDTH INCHES DOOR LEAF WIDTH INCHES SOELRE FRAME HEIGHT INCHES SIDEUTE TO DOOR MITLT.ION (SEE NOTE BELOW) EXT.(+) ANT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 84 80.0 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 90 50.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 24 30 33 36 37-t/8 39 42 39-3/4 96 80.0 80.0 80.0 80.0 80.0 80.0 78.3 78.3 77.2 772 75.4 75.4 72.6 72.fi SIDEUTE TO DOOR NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDEIfTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDEIITE. DOOR/51DEUTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. e DOOR DOOR DOOR DOOR _. FRAME SIDELRE SIDEUTE FRAME SIOELfTE _. _ _._ FRAME- SIDEUTE FRAME- WIDTH WIDTH // C H N C 'i r K (x0) (OX ) WIDTH WIDTH WIDTH / H LWJ MULUON� ( OxX) \ DOOR STILE END ANCHORS ( XXO ) `END ANCHORS SEE SHEET 3 SEE SHEET 1 WIDTH WIDTH WIDTH K \ / ( 0x0) ( xOx ) i WIDTH WIDTH WIDTH I \ NOTE: I GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) `o o • • • • • • #ND GLORIQA QUILL" COMMISSION • • • 4VE(XAR 0,TCRY 4TAKMENT DCA05-DEC-219 VCENAe. I `Sd PRODUCT REVISED 1. as complying with the Florida FEB 1 Building Gale • • • • • _ I a o IN ..9.f • 11-1126.05• • • • • t11 T �= a ,� ISU OF �� drowin a no. Expir■non Gate 8/2 3 • • • • �� 99 •lla t-0a roduct Control r ��!ll feltlttt sheet 4 Of 13 ••• • • • • ••• • • ••• • • • ••• • • POURED s HARDENED HIGH STRENGTH GROUT Fc - 5000 PSI MIN. HOT BY CGI WINDOW MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) STANUANU ThNI'1'tlULU APPROVED FOR WATER INFILTRATION RESISTANCE PRODUCT REVISED co s plying with the Florida W Building Code NOA- N- 17-1226.05 ° e q Expintioo Dete08/O8/2O23 00 Mi i-Op rodu t Control LUGS ENS. W GC u.[vn�uru FOR SPACING • • • • • • • • • • -_ • • • • • • • SADDLE (ADA) TWUSHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE • �ETAIZ.S • • • • • • • • • • • • • LIMIT MAX. DESIGN LOADS TO ±70.0 PSF DOOR S • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SF = ioi �iig� OF (y�� drawing no. W13-01 18Y WOOD BUCK SEE NOTE -SHEET 1-.. ._ 29Y WOOD BUCK- . . WOOD STRUCTURE ° CONCRITE SEE NOTE SHEET 1 EDGE TYPICAL ANCHORS J TYPICI�L ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fa-177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4- MIN. EMBED 1-1/4" MIN-' En INTO CONC. OR BLOCKS (JAMBS) TYPE DIA. ULTRACON BY 'ELCO' (F-177 KSI. Fy=155 KSI) MIN LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4- MIN. EMBED INTO CONC. OR BLOCKS (JAMB )/ TYPE V- 1 /4" DIA. TEKS OR SELF�RII�N (GRADE 5 CRS) �!Al -uADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8- THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALLIMMUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4- MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. �v METAL __-__________________ EDGE DISf. STRUCTURE j I MA-M-1 DE COUNtt APPROVED II Z m n I I CUPPED MULLION I I °j 9g I j SEE SEPARATE NOA t I p W ^ = as 0 WO \ cy � V DoT el S ELEVATIONS n 0 TYPIGL ANCHORS SEE ELEVATIONS D a O< FOR SPACING FOR SPACING 0 to QWZLL0 W � � JOma� Q.0 � O n s c I v _ 00 n C) LU O; C N In O -C C o_ �i 0 � v CDo3� PRODUCT REVISED I co�W W as complying with the Florida a Building Code ` - NOA-No. 17.1226.05 d a Expiration Dat• 08108/2023 By Niiam -0ad roduct Control 0 0 •• ••• • • • • • •• j "d$o • • •:EEB l:� 4UT6 ... ' 0,11111i„r,, . AHQ so Goo 00 aGENgF•• a � I • • • • • 000 • • • • • i OF : •((� drawing no. DOOR DETAIL • • • • • • • • •' �;s�ONi ,rG `� '(sheet 6 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NPICA FC 1/2- MAX. _ IYPIG F 7D SLICK 'E SHEET 1 ICAL ANCHORS ELEV. SPACING )RS �0 �V z y °0 O � a q ^ <N<f 2� IL <rc tV !r 0tme O w � a DZ01 0 0.0 A 0zbEY Ha�a m Q W {i z m O flp�pl � yJ1 Q W d rC F PRODUCT REVISED FE81 5 �liB as complying with th• Florida _. Bullding Code - n' l+on-Nto. 17-1226.05 • • • • • • • • ' • T� __ % I y Expiration Dat•0 0812023 • • • : • • • • • • 6 -• � \ drawing no. ? • h er •• • • • • ;i..G W13-01 N1Ia Daa roduct ntrol DOOR �j DL,�Tt1.ILS • 000 • .fleet 7 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U TYPICAL ANCHORS SEE ELEVATIONS •,•EDGE'OIST. _ o., _ -FOR SPACING 19 25 O MATING JAMB FASTENERS FOR LOCATIONS m A 3 Z CONCRETE .CONCRETE. 124 2 5 u SEE DOOR JAMB SPACING ON SH 2A3 �k a P nR s _ a air gg D f � LL m= 0 u) 9 - - --- cy - 0(La o Q 0 oa PRODUCT REVISED as complying with the Florida ¢ i w o N ii EXTERIOR 47 " 4 Building Code Q � LL -0--a g NOA-No. '17•'1226.05 I 0 o0 i .. 44 Expiration Date 08/08/2023 a w m f r LEAF WIDTH D.L. OPG. By Miam roduet Control i O r DOOR FRAME WIDTH SIDELfiE WIDTH O i C , 42' MAX SINGLE (X) � .., 1 81-1/2• MAX. DOUBLE (XX) z 0 � w C C O a 1/2' MAX. LOAD GEARING H O J O U rl $ 3 N n M� x SHIM . MATING JAMB FASTENERS 4 t5 3 5 2 FOR LOCATIONS SEE DOOR JAMB SPACING �+ C 3 Z `6 k I CONCRETE . ON SHEETS Z « 3 3 LL n W I OR MASONRY - — - 0 � n III _ 10 _ M I 41 Ii w 3s e�=� W oI to EXTERIOR N � I 4 T3435x .. D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SIDEUiE WIDTH DOOR FRAME WIDTHLONG 42' MAX SINGLE (X) SEE ELEV.J • • oft-0/2i MOW.OaPLE (V) • • • - 8 = FOR SPACING FRAME WIDTH • • • • • • • © _ APPLY SEALANT BEFORE NATING • • • • • • • • • • • • • • • • • • is ID • • • • • • • • b p� ;1 ' I) _ FEB 1 5 1018 = " '\,N 705612 EOq.-T NOTE IMrr SHIM TO METAL STRUCTURE AT JAMBS T� 3LfT" • • • ''OF � drowfn9 no ESEE TYPICAL ANCHORS EEL.EVAFOR SIDELITE —•^ DETAi LS • • • • • • • • • • • .. • ���1+' W1 —01 NTIONS I AL ``�` sheet 8 0/ 13 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PART No. QUANTITY DFSCRUMON AL-189 AS REQD. FRAME HEAD & SILL AL-190 AS REQD. FRAME JAMB AL-196 AS RE00. SIDELITE HEAD & SILL AL-197 AS REQD. FREE STANDING SIDEINE JAMB AL-198 AS REDO. MATING SIDEUTE JAMB AL-193 AS REQD. PANEL TOP & BOTTOM AL-194 AS REQD. PANEL VERTICAL STILE AL-199 AS REQD. I SHEAR BLOCK AL-191 AS REQD, FRAME HEAD & S&L SCREW COVER AL-192 AS RE00. FRAME HEAD & SILL SLANTED SCREW COVER AL-121 AS REQD. GLAZING BEAD (7/16' LAM.) AL-123 AS REQO. GLAZING BEAD (1.000- INSUL-LAM.) AL-200 AS REQD. SHEAR PLATE AL-195 AS REQD. ASTRAGAL AL-508 AS REQD. FREE STAND JAMB SCREW COVER AL-540 AS REQD. SADDLE THRESHOLD (ADA COMPLIANT) HO-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL OPTIONS) HD-1204 AS REOD. I FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL USED BY ALL OPTIONS) HO-5455 PASS AS REDO. LEVER LATCH LOCK, AT ACTIVE PANEL HD-5455 AS REQD. DUMMY LEVER, AT 04ACTNE PANEL LOCK SET OPTION 1 HO-8231 AS REQD. DEADBOLT UHUMSTURN), AT ACTIVE PANEL J10 TOR605 AS REQD. LEVER LATCH LOCK AT ACTIVE PANEL J10 TOR605 AS REOD. DUMMY LEVER. AT INACTIVE PANEL LOCK SET OPTION 2 JD60 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL HD-34-10116 AS REGO. LEVER LATCH LOCK, AT ACTIVE PANEL HD-34-10115 AS REQD. DUMMY LEVER. AT INACTIVE PANEL LOCK SET OPTION 3 HD- 082410 AS REQD. DEADBOLT (THUMBTURN). AT ACTIVE PANEL HO-537 AS REQD. LATCH LOCK STRIKE PLATE - 2 /PLATE /8 X 3/4- PHP. FH SMS (STRIKE PLATE ATTACHMENT) HD-538 AS REQD. DEADBOLT STRIKE PLATE 2 /PLATE /B X 3/4- PHP. FH SMS (STRIKE PLATE ATTACHMENT) HO-53EN AS REQD. LATCH LOCK STRIKE PLATE SHIM MD-390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM HO-STRIKE BOX AS REQD. LATCH LOCK & DEMWLT PROTECTIVE DUST BOX HO-525-9-REV 2 /LOCK MECH. BOLT LOCK ASSEMBLY HD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) HD-CH-106 4 /LEAF 4-1/2' x 4' HINGE HD-ABBOO-US32D 4 /LEAF 4-1/2' x 4' HINGE HD-AB800-US 4 /LEAF 4-1/2" x 4' HINGE e3/8'-16 ROD 2 /LEAF 03/8-16 FULLY THREADED ROD (ZINC PLATED) WS-382V AS RE00. GLAZING BULB (DUROMETER 75/80) WS-W33321 AS REQD. 137' x 320' ULTRA SOFT FIN WEATHERSTRIP HO-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL MD-12-10042 AS REQD. 1 .350' REACH POCKET SEA! (FRAME PERIMETER GASKET) WS-32011 AS REQD. FOAM-TRE CLOSED CELL FOAM COMPRESSION SEAL ANGLE 2 /EACH 2 x 2 x 1/4' CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) _HD-LlJP - 3 /CORNER j10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) - SEE ELEY. 014 x 3/4" HH. TEK (MULLION ATTACHMENT) - 8/HINGE . 4/CLIP e12-24 x 1/2' PHP. FFL LK:. THREAD FORMING - 2/EACH f6 x 1/2' PHP. TH. SMS. (ASTRAGAL ATTACHMENT) - 1/EACH g10 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) 03/B'-16 NUT�2/FLUSHBOLT /LEAF 03/8--16 SERRATED -FLANGE NUT (ZINC PLATED) /B-32 x 1/2' PHP. PH. MS. (TLUSHBOLT ASSEMBLY) HD -DOOR SWEEP/EACH DOOR SWEEP (OPTIONAL). SECURED W/ y6 x 1/1" PHP. PH. SMS. HO-34-10003 CREW HOLE NSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) - 2/ CITE SETTING BLOCKS YATEAGL I MFG. / REMARKS 6063-T6 IKEYMARK / SAPA 6063-TB IKEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-TS KEYMARK / SAPA 6063-T6 KEYMARK / SARA 6063-T6 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T5 KEYMARK / SAPA 6063-TS ~ KEYMARK / SAPA 6063-T5 KEYMARK / SAPA 6063-T5 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-T5 KEYMARK / SARA 6063-T5 KEYMARK / SAPA 6063-T6 EKE -MARK / SAPA METAL CG PROPRIETARY ALLOY, STEEL I CGI PROPRIETARY BRASS I 84JDLYIN BRASS I SCHLAGE BRASS. STEEL COPPER CREEK S. STEEL - S STEEL - S.STEEL - S. STEEL - NYLON CGI NYLON CGI NYLON CGI S STEEL Od __— CAST (ZINC) CGI ALUMINUM CGI PROPRIETARY BRASS MAGER S. STEF1 HAGER STEEL - PVC PROTOTYPE ULTRAFAS DUMMY _.. r� _-----------1 ((L� U ..� T\ - t 24 4-r---�_ ,J ' I I 71 _ Z 1v 4 ACTIVE LEAF _ INACTIVE LEAF ^�+ W N 2 • _ it 110I1 _ O � w 0 a OPERATION OF 1 2 T _T t�� d 0.N1 0 DEADBOLT (WITH KEY FROM THE E 0 IL p G �. EXTERIOR OR THUMBTURN EXTERIOR I -__ _-_ ,g 0 A3 . - FROM THE INTERIOR) fl_i—__J- 1) iZ S Z O n ACTIVATES THE THREE-POINT W 7 LL q^ LOCK MECHANISM ------- LL Z dl = o REGARDLESS OF LOCK SET OPTION INSTALLED. o f Ci SECTION AT DEADBOLT LOCK Q m f I SECTION AT LEVER LATCH LOCK PVC - SEALANTSESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH AMESBURr • CE 66SCOCi SIUCONE SEALANT. • • ALUMINUM - • • • • • • • • • S. STEEL - PRODUCT REVISED • • • • • • • • S. STEEL - Building ode the il.rida • • • • • • • • • S. STEEL - WOA-No. 17-1!]I6.05• • • • • • • • i�•�J� S. STEEL - ��'• VN • •• �. Expiration Date 0 8/2023 5. SSTEEL - - FEB 1 5 1010 NO. 05 - By Miam d an • • • • S. STEEL - • • • • • • .�f. •lr'• g° ALUMINUM SCREEN TECH • • • • • /]!%-' �<EF. • • • • • ? • NYLON - 000 • • • • • • i` �`.• _r\� EPOM DVROMETER dOtS SHORE A • • • • • • 7A�S'I.:' iZe�i`V� • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L111 i�- drawing na. W13-01 rIP2�.2-I/2' MP. Pn. 55. W CAW (00)..0 wn0w w�ac e.295 (00)..W S. Sf@I SMMG 0.4W (00). z wnO W1 fx r0P Mn roo wn COUPIYNi NVf (l-5nU nT: 49. NnoN setwc erccK 03.SCC• 9. S' —EEL 0 r eanou nor z M9 cOUPurG M 0.fnGTn�3T; UNLOCKED POSITION PRODUCT REVISED f as comPiYing with the Florida Building God•i xl NOn-No. 17-1226.05 ExPintion Date08/08/2023 '� { Y M e Product Control q •• ••• • • • • • •• • • • • • • • • 'u 0, 1:'' JGENSf''•. FEB 1 5 2m = s No. • • • • • • ' F •!(� drawing no. A�t��`' Sheet l0of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n Inca nwt-rivE7 srnr Z m (p. 3 `leR6Y go 0 o i iii ,Wa o�� U i lil fY¢ I Q 6O< .oi ��t J� l I II y=ome I I ZCOE ill .I l Ilj 4 a QWi 47 I I F it I I F-�04 + r N h p/ 3 N O o�J ACTMTOk rY UO 3i 5 II .I PRODUCT RESED L p�: L VI I; as complying with the Florida W I' Building Code NOA-No. 17-1226.05 tjExpiration Data 08108/2023 I v o o g By Mi --- � I Mla 1-0 roduct Control � 16 6e� jl NOTE: 1iUi G!I FLUSH BOLT AT•11WCIE • • • • • • o ji (PARTIAL TOP•END SECTKR! �101RJ, EOTIOM ENV SIMILAR) � • • • • • • • • • • • till ll fl 111 a• •a• as • • • �•p� - % I Ij ! FEB 1 5 2018 '1 a • • • • a • • • • • ' •�/�� drawing no. 4 a* UNLOCKED POSITION LOCKED POSITION • • • • • • ���,rS�E11/4L �� Nlnnll� sheet 11 of 13 • • • • • • • • • • • •• •• • • • •• •• II.125.G62 .750 1.590 .100 1.587 O FRAME COVER O DOOR FRAME HEAD/SILL 3.625 �-^ 1.587 2.a58 t .825 062 1.625 ° 1 SILL LCOVE R 6.438 .075 .465 j.075 1.063 t.755 O SIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER 326 r .070 .625 805 245 1.6. 1.060 O 74 ASTRAGAL ADAPTER SHEAR BLOCK 1.810 3.005 -N 7.i25 , nnn-e. 120 - .080 I I 1 1.462 p90 ]�° L 4 i .075 . �} jr,1252.38. .070 420 -I 1.225 to- 0 O DOOR FRAME JAMB SIDELITE FRAME JAMB 4. O TOP & BOTTOM RAIL 5.500 O80 1.82E ,7 440 4.495 O HINGE & LOCK SPLE 125 1.500 II .185 I I '500 ,3 PRODUCT REVISED SHEAR BLOCK PLATE i6 SADDLE THRESHOLD as complying with the Florida Building Code 675 N0A-No. 17-1226.05 1.061 I I_:ptratl0n Data08/08/2023 .99� S .050 BY Mia roduct Control .310 •• ••• • • • • • 1.184 • • • • • • • • .080 120 11 • • • • • • 0 • • • • \\1\1111!I111�7' 4.000 GLASS STOP (LAM. GLASS) • • �� 0.1 n t 1.465 1.465 Nb. o a b .995 .062 .050 • ••• • ••• 1_-ia e `00- -J.870 I- I • s • • • • g �` drowingo na. U ,2 1.184IFS- •'. :• • .' : • ' • s 'i9.°"••' �/ W13-01 SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) ' ' •" ' ' NAL17\`'`` sheell2of�3 ••• • • • • ••• • • • • • • • • • • • • ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS v / HOE CAP I � MATING JAMB 1� FASTENERS J SEE SHEET 8 FOR DETAIL l t - : e i • i •' I ACCESS HOLE I I I I I 5 i I pm 44 y„U AS FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING , Z a w 2 O � !Y alaa./ O e t I / a1.� 0 4 tj Z 4 W ? O Z M _0 O / CD ZM WOE 1- I o 0 n w I � 4 o C N O n rO •p 3 SIDEUTE MATING JAMB CORNER E GT c z4 3 o n TOP k BOTTOM Iy�hU��•W- PRODUCT REVISED the Florida - Y :1j as complyying with Building Code II � a NOA-No. 17-1226.05 1 g g Expiration Date 08/08/2023 Mia roduct Control o n. _/ : N0. 70502 .. • • • • • • • • • • .� TE OF i' • • • • • . �t��.` NAL • • • • • • • • • • • •• •• • • • •• ••